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SPECIAL MEETING HELD BY THE TOWN COMMISSION OF THE TOWN OF GULF STREAM ON
FRIDAY, OCTOBER 28, 2022, AT 8:15 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION
CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA.
I. CALL TO ORDER
Vice Mayor Stanley called the meeting to order at 8:15 A.M.
II. PLEDGE OF ALLEGIANCE
Vice Mayor Stanley led in the pledge of allegiance.
III. ROLL CALL
Present and Thomas W. Stanley Vice Mayor
Participating: Joan K. Orthwein Commissioner
Thomas A. Smith Commissioner
Also Present &
Participating: Edward Nazzaro Asst. Town Manager
Renee Basel Town Clerk
Absent w/Notice: Scott W. Morgan Mayor
Paul Lyons Jr. Commissioner
Gregory Dunham Town Manager
IV. COMMISSION ACTION
A. ORDINANCE NO. 22/9; AN ORDINANCE OF THE TOWN COMMISSION
OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA AMENDING
THE TOWN CODE OF ORDINANCES AT CHAPTER 70. GULF STREAM DESIGN
MANUAL; ARTICLE IV. SITE DEVELOPMENT REGULATIONS; SECTION 70-78.
SEAWALL HEIGHT. TO INCREASE THE MAXIMUM PERMITTED SEAWALL
HEIGHT; PROVIDING FOR REPEAL OF ORDINANCES IN CONFLICT;
PROVIDING FOR CODIFICATION; PROVIDING AN EFFECTIVE DATE; AND FOR
OTHER PURPOSES. (Second reading and adoption)
Town Clerk Basel read Ordinance No. 22/9 with an effective date
of October 28, 2022, for adoption. Commissioner Orthwein made a motion to
adopt Ordinance No. 22/9 upon second reading. Commissioner Smith seconded
the motion with all voting AYE at roll call.
B. ORDINANCE NO. 22/10; AN ORDINANCE OF THE TOWN COMMISSION
OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA AMENDING
THE TOWN CODE OF ORDINANCES AT CHAPTER 14, ELECTIONS, SECTION
14-4, FILING REQUIREMENTS, BY ADJUSTING THE QUALIFYING PERIOD
FOR CANDIDATES; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL
OF ORDINANCES IN CONFLICT; PROVIDING FOR CODIFICATION; PROVIDING
AN EFFECTIVE DATE. (Second reading and adoption)
Town Clerk Basel read Ordinance No. 22/10 with an effective date of
October 28, 2022, for adoption. Commissioner Orthwein made a motion to
adopt Ordinance No. 22/10 upon second reading. Commissioner Smith
seconded the motion with all voting AYE at roll call.
1
V. Adjournment
Vice Mayor Stanley adjourned the meeting at 8:19 A.M.
Renee Basel
Town Clerk
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9 @ BPRItJG PT�
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MATERIALS LIST
1 03 2022
Town of Gulf Stream, FL
INDEX OF DRAWINGS
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SE 36TH AVE
CROWIJ OF ROAD
MAIN FIN, FIR.
GARAGE FIIJ. FIR,
MA% ROOF HEIGHT ALLOWED
MAX ROOF HEIGHT PROVIDED
= 5.00' N.A V.D.
= Io.50 N.A.V.D.
= IO.OG N.A.V.D.
= 24'-0' ABOVE FIN15HED FLOOR
= 24'-0' ABOVE FINISHED FLOOR,
GENERAL L nm MAP. I MILE RADIU5
MATwu 3a=ON
L
MAIN HOU5E COLOR FAVER5 W/ ARTIFICIAL GRA55
PURE WHNE
5W 7005
T
SHUTTER. COLOR .11DOW FRAME COLOR FRONT DOOR t GARAGE DOOR COLOR
INDIGO BATIR D. ENE WHITE NOGAL
5W TG02
[:::I
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20-43-46-04-22-000-0920 ``rE"RS
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O SITE PLAN
AREA G LATION DEMNRIONS:
ota! as aa+s �vc�esen eNr xor ua coxdrw^xec, urs
sIE r�svn�r w wwa swI ec wmraw a aewre cvow ov aoen.
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FEZr�
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zi L A-02
I
I W h
i9 N i sna*s
- -- - -- - -- - -- - -- - -
---------------
..7
---------------- - ---
POOL HOUSE
BEPRODW
L-- — - — -
b
--------------- -- --------------------------------------------------------------------- I --------------------------------- ----------------------------
VIP BEDROOM U � VIP 6�Fli
11 PRIVATE
GARDEN
-FENCE
------------------- ----------
N- RMCE —I'm HEDGE
-5T HEDGE
CLOSET
BEDROOM
JBATHROOM
LAUNDRY
RAG
L
GOLF DART
- --------------
PANTRY
WID
wic
----
WINE
—7
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---- --------------- ----
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-----------------
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- - - - - - - - - - - - T -
- - - - - - - - - - - - - - - - - - - - - - - - -
--------------
7. DRIVEWAY
GREAT ROOM
wl,
LAN�R
L ------------ ------------
--------------------------------
------------------
----
-
SHOES
---- --
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-------
------I
II II
I
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BE6DEN—FICE— L
I II II I
mIn",
-------- ----
------ -------
---- ----------- ----- -
u5T HEDGE
(D 1ST FLOOR NOTATION FILAR
11, - —
ri.AN GENE
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—1
WALL
DTL
T(M U�M
ll� T
r REVISIONS
Ames
LL
A-03
TOWN OF GULF STREAM
SITE DATA TABLE
GROSS LOT AREA
21,851 S.F.
EFFECTIVE LOT AREA
21,851 S.F.
F.A.R. CALCULATIONS
EXISTING
DEMO
NEW
NET
list FLOOR LIVING
-- S.F.
— S.F.
--- S.F.
5,482 S.F.
CEILING OVER 15'
-- S.F.
— S.F.
-- S.F.
0 S.F.
2nd FLOOR LIVING
-- S.F.
-- S.F.
— S.F.
N/A S.F.
TOTAL LIVING
-- S.F.
— S.F.
— S.F.
5,482 S.F.
list FLOOR COVERED
-- S.F.
— S.F.
— S.F.
824 S.F.
2nd FLOOR COVERED
-- S.F.
— S.F.
— S.F.
N/A S.F.
TOTAL COVERED
— S.F.
— S.F.
— S.F.
824 S.F.
GARAGE
— S.F.
-- S.F.
— S.F.
664 S.F.
GROSS FLOOR AREA
-- S.F.
-- S.F.
— S.F.
6,970 S.F.
OUT BUILDING
-- S.F.
-- S.F.
-- S.F.
0 S.F.
TOTAL F.A.R. PROPOSED
6,970 S.F.
FIRST 20,000 x .33
6,600 S.F.
OVER 20,000 x .20
370 S.F.
TOTAL ALLOWABLE F.A.R.
PER MANUAL
6,970 S.F.
TOTAL HARDSCAPE AREA
----------
----------
----------
11,375 S.F.
INCLUDING BUILDING
REQUIRED LANDSCAPE
AREA(40%)
----------
----------
----------
8,740 S.F.
ACTUAL% OPEN SPACE
48 %
/LANDSCAPE AREA
10,476 S.F.
FLAT ROOF 10% OF TOTAL
8442 S.F.
PROVIDED
(10%) 856 S.F.
ARCHITECTURAL STYLE
COLONIAL WEST INIDES
PERVIOUS / IMPERVIOUS TABLE
PERVIOUS
TOTAL (SF)
IMPERVIOUS
TOTAL (SF)
GREEN (SITE)
9,340
HOUSE
6,146
GREEN (DRIVEWAY)
78
DRIVEWAY & ENTRY
2,486
"
158
LOGGIA
758
"
750
POOL & SPA
794
GREEN (ENTRY)
150
POOL DECK
874
PLANTER
42
CONC PADS (MECH& WALKWAY)
145
WATER FEATURE (X2)
128
TOTAL PERVIOUS
10,476
TOTAL IMPERVIOUS
11,375
UNENCLOSED AREA
AREA
TOTAL (SF)
LOGGIA
758
FRONT ENTRY
66
TOTAL
824
N
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O 1ST FLOOR AREAS
116. =1-
�I
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C � i^'O ii4'i ip w aam id �O�e� w%% iiu. �ps�%i % g, _
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WALL AREA = 9G4 5F
WINDOW OPENING = — 5F (40a�)
MA ROOFDECOR &
26-P
_ — _ — _ — — — — _ — _ — _ — _ TOCUPOL4_/�
2G-P V
L.
ROOF l
OREAR ELEVATION WINDOW AREA
va• = r4r
ONARDSCAPVGREENAREAB
118•= 1'4Y
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OTYPICAL SCUPPER DETAIL ON CMU
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DROOF PLAN
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MAX RODF DECOR
— _ — _ _ — _ To cu POLA &
2s-0—•
—- __V
O ROOF &
_ ZQ.-pal
WALL AREA = 9G4 5F
WI11—OPENING = 313 5F (32%)
WALL AREA = 9G4 5F
WINDOW OPENING = 366 5F (40%)
OB 15' s
15' - 0'
TOB 1
12' - 0' p. lI
O FRONT ELEVATION (SOUTH)
_ — _ _ _ MAX ROOF OELOR
-_-—- — - — - —- 24-PV
TO LUVV I\
-- _ _ _ _—_ _—^—_ _ _ __�'. _.\ _ _ _ _ _ _ TO ROD. F-19
_F__ ----_ —2P-P ll
- _ TOR 15
15'-P
TOB 12' I\
v va•. r-0'
_ — _ _ MAX ROOF DECOR &
-------------_ TO cuPDIA f�
2G-D'
_ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ _ aAw _ _ _ — - — _ _ _ _ _ _ _ _ — - — _ _ —TO ROOF 11
i4'-P 1
-- - -. - ---- TDB15'/�
—
L�111-.Al
1805 SF
WINDOW OPEN114G = 45G 5P (25%)
O SIDE ELEVATION (EAST)
va = r-P
— _ _ _ _ _ _ _ — _ -
_ _ — _ _ _ _ _ _ _ — _ _ _ _ ------ _ _
_ _—_---_— _ MAX ROOF OELOR �.
26-IY l/
— — —
— — ------------------------rocuPo4s
.
—_—_—_
_ —_— _—_— _—_—_—_—_
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I1111I II I �I II I —III —III— �—T� II—,,,—III—III—I 11
WALL AREA = I NO5 5F
WINDOW DPENIIJG = -a 5F (21 %)
— _ _ 1ST FLOOR LEVELd�)
III —III —III —III —III I I —III I GRA�— I I —I —I I:
OSIDE ELEVATION (WEST) -
114• =1'-0-
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fun 3'c OF IT 13
LB353'-�FFSfT 1.3'
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20-43-46-04-00-000-5080
O.R.B. 32435 PG. 1980
PARCEL2
STING 3 CLUSIA
>GE TO REMAIN
BTING 8' A GO
BE REMOVED
RtEC CONTROL NUMBI
20-43-46-04-22-000-0920
LOT 92
P.B. 27 PG. 69
O.R.B. 32435 PG. 1980
PARCEL1
CA
,NORIE
ROOFED
fwr aRa,
FASTING ROYAL
I I IANA TREE
ONNE
/f IGHBOR'S SIDE
I
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FASTING
FIG TREE
ON NEIGHBOR'S
R' B
SIDE'
_
Tree LBF 3f13'
1
N13V 03 2022
Down of Gulf Stream, FL
VEGETATION MANAGEMENT PLAN
Landscape Arch lecture
J B Desig7 Inc.
Jeffrey Houghtali ng
Registered Landscape Architect
LA6666783
68o1 Lake Worth Rd. Suite t14
Lake Worth, FL 33467
ph:(561) 434-1343
e:jeff@jbddesignine.co m
_.jnad-lgam
,a
nm'n-.H.—=
i
Re�9sions By
8-26-22 JH
9-8-22 Arch, changes JH
Drawn Reviewed
JH
Date Scale
7-11-22
Project No.
22-039
Sheet No.
LP-1
OD �
/ 10
I
/
(
\
AC
12
LSB
7
12'OAK TREE
TO REMAIN
1
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OFFSET 1.3
l_ EAST
LSB
7
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7
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^
/
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12'OAKTREE
TO REMAIN
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W CLUSM HEDGE
J TO REMAIN
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20
mr
/
'
REXIWING SOD TO —11
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A S NEEDED
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FENCE PER CODE ALONG PROPERTY LINEEXISTING WEOAK
—A%IBTI ID GUMBO
TO REMAIN Ly .T TO RE'MNI.
/ EXISTING GUMBO LIMBO TREE`
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DG
31
PARCEL CONTROL
NUMBER
20-43-46-04-00-000-5080
GS-- GARCINIA TREES I - - " --c� '7t' "'1F .:.a=."- -'-1 AM3--TRIPLE ADONIDIA PALM
oART —TRIPLE PYGMY DATE PALM
O.R.B. 32435 PG. 1980
PARCEL2 s•
JG 3D'CLUSIA • •
TO REMAIN
HIGH ALUMINUM PICKET
PER CODE
SELF LAIC HINGALUMINUM
GATE PER CODE
JG 12 PI.- TO REMAIN
- EXISTING 18' MANGO TO REMAIN
� DA—DRACAENA ARBOREA
1
EXISTING R
PALMS TO REMAINIAAIN
X
1 PARCEL CONTROL NUMBI
20-43-46-04-22-000-0920
LOT 92
P.B. 27 PG. 69
O.R.B. 32435 PG. 1980
' 11 EXISTINGI8' ARECA
I PALMSTOREMAIN PARCEL 1
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Landscape Architecture
J BD nesigjz, Inc.
Jeffrey Houghtaling
Registered Landscape Architect
LA6666783
6801 Lake Worth Rd. Suite 114
Lake North, FL 33467
pl,261) 434-1343
e: j eff@jbddesigni nc.co m
_Ijbddesigamc mm
www Ho mm
CES--SILVER BUTTONWOOD TREE
0�
CG--CLUSIA HEDGE
CIR--COCOPLUM HEDGE
AT—ARBORICOLA TRINETTE
POD—PODOCARPUS HEDGE
0
O
CI'N--CROTON AC —DWARF ELEPHANT EARS
0
VG --VARIEGATED GINGER
LSB--LIROPE SUPER BLUE
PRC--PHILODENDRON 'RO.10 CONGO'
IV--DIAARF YAUPON HOLLY
0
ReTisions By
8-26-22 JH
9-8-22 Arch. changes JH
Drawn Reviewed
JH
Date Scale
7-I1-22
Project No.
22-039. ..
Sheet N.
LP-2
LANDSCAPE PLAN o os a zo
BAR SCALE
SMALL PALM STAKING PLAN
NOTE` N TS.
1. APPLICABLE TO ALL PALMS WITH CALIPER SIZE OF LESS THAN SIX (6) INCHES.
2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS
ESTABLISHED. TYPICALLY SIX MONTHS FOR SHADE TREES OR ONE YEAR FOR PALMS.
X 4' WOOD BRACES.
OUTSIDE PLANTING HOLE ZONE
EDGE OF PLANIING SAUCER.
20• (3) WOOD BATTENS STRAPPED TO TRUNK WITH GALVANIZED
METAL BANDS. ATTACH WOOD BRACES TO BATTENS TO
AVOID TRUNK DAMAGE
WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR
PROTECTION AGAINST WOOD BATTENS AND STAKING
BRACES.
PALM OR TREE TRUNK (SET VERTICAL AND PLUMB, TYP.).
• SEE PLAN IF SPECIAL SETTING/LEANING DIRECTIONS EXIST
FOR PALMS.
LARGE PALM OR TREE STAKING PLAN
NOTE:
1. APPLICABLE TD ALL MULTI -TRUNK PALMS AND PALMS WITH CALIPER SIZE OF SIX (6) INCHES OR
GREATER
2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABLISHED.
TYPICALLY SIX MONTHS FOR SHADE TREES OR ONE YEAR FOR PALMS.
(4) 2" X 4" WOOD BRACES.
STAKE OUTSIDE PLANTING HOLE ZONE,
OUTSIDE EDGE OF PLANTING SAUCER
(4) WOOD BATTENS STRAPPED TO TRUNK WITH METAL
BANDS.
ATTACH WOOD BRACES TO BATTENS TO AVOID TRUNK
DAMAGE
N TS.
WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR
PROTECTION AGAINST WOOD BATTENS AND STAKING
BRACES.
PALM OR TREE TRUNK (SET VERTICAL AND PLUMB, TYP.).
• SEE PLAN IF SPECIAL SETTING OR LEANING DIRECTIONS EXIST FOR
PALMS
GROUNDCOVER DETAIL
1" OF SHREDDED CHOCOLATE BROWN MULCH
PLACED BETWEEN PLANTS ABOVE EXISTING SOIL LEVEL
2" OF 1/4" MULCH PLACED ON TOP OF TILLED SOIL
3" MAX. TILL MULCH 2" -4" INTO PREVIOUSLY TILLED SOIL
_ LEVEL TO FINIS GRADE BY H RAKING.
yg1 J
IF
I I —III III III —III —III —III —III —I I .�
TILL SOIL TO A MINIMUM DEPTH OF
4" BELOW THE EXISTING SOIL LEVEL
EXISTING SOIL
PLANT SPACING DETAIL
N TS.
SPACING "D"
ROW "A" PLANT SPACING CHART
6 O.C.
5.2
8" O.C.
6.83'
'\
10' O.C.
8.66"12,
O.C.
10.4"
/ \?\]A
L
/8' 0 C.
15.6
24" D.C.
20.8"
p
30" O.C.
66.0
"
36 O.C.
31.2
48 D.C.
41.6
PALM PLANTING
DETAIL , - I NTS.
CLEF
"HURRICANE CUT" OR "CANDLE CUT" SASAL PALM HEADS
AT INSTALLATION.
FOR CONTAINER GROWN, BARE ROOT, FIELD DUG OR BALL AND
BURLAP SPECIMEN PALMS: SHIPPING FROND TIES SHALL BE
REMOVED UPON INSTALLATION. TIES SHALL BE ORGANIC TWINE
ONLY.
FOR BODIED TRUNK PALMS, TRUNKS SHALL HAVE CLEAN INTACT
BOOTS FIRMLY ATTACHED TO THE PALM TRUNK.
FOR SLICK TRUNK PALMS, TRUNK SHALL BE CLEAR AND FREE
FROM DEFECTS AND SCARS.
BURLAP WRAP TRUNK WITH 3 LAYERS OF NATURAL
BURLAP UNDER BRACES, TO PROTECT TRUNK.
2X 4" BATTEN BLOCKS WITH 2" X 4' WOOD STAKING BRACES.
USE STEEL BANDING TO WRAP BLOCKS AROUND PALM TRUNK.
USE 20D NAILS TO NAIL ANCHOR BLOCKS TO STAKING BRACES
(SEE STAKING DETAILS FOR NUMBER OF REQUIRED BRACES).
NO NAILS SHALL PIERCE THE TREE TRUNK.
SET TOP OF ROOT BALL AT FINISHED GRADE.
PROVIDE A 3" SERVED SAUCER ABOVE THE FINISHED GRADE
WITH A 3' LAYER OF CHOCOLATE BROWN MULCH (6" TOTAL HEIGHT).
EXTEND MULCH BEYOND BERM. PULL MULCH AWAY FROM TRUNK A
MINIMUM OF 3'.
2' X 4" X MIN. 24' WOOD STAKES.
ANCHOR TREE BRACES WITH WOOD STAKES.
INSTALL STAKE BRACES OUTSIDE TEMPORARY SAUCER.
FINISHED GRADE
BACKFlLL SHALL BE CLEAN, SALT FREE SAND
AND PEAT MOSS MIXTURE 3:1 RATIO.
ALL BACKFlLL SHALL BE WATER -JETTED FOR FIRM COMPACTION.
DISTANCE AROUND THE ROOT BALL
SHALL BE 1/2 THE WIDTH! OF THE ROOTBALL,
OR (12") MIN. CLEARANCE.
TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTLING.
TREE PLANTING DETAIL
Now` N TS.
1. ALL TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABLISHED.
TYPICALLY SIX MONTHS 10 ONE YEAR AFTER PLANTING FOR SHADE TREES.
SHRUB PLANTING DETAIL
ROOT BARRIER DETAIL
0 1 11/11
1111111111ho
011/!1�1
1, 1 11, , I '/ /1 A ,',
1�1j1k�00
1100
� 11
/
/, 1 �11/' 1 1
1
1
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No ENTRY DR
/11
111 /1
' 1 ,
NO DRIP LINE
PILANTER AND THE SUR E FDOM3 ARE
I1�1�������I����•���❖�•�•:1�4:���I��❖��1�•i���i�i��
I
TREE PROTECTION DETAIL
N.T.S.
N TS.
PLANT ROOTBALL MINIMUM OF 1' ABOVE FINISHED GRADE,
WITH A MAXIMUM OF 10% OF ROOTBALL EXPOSED ABOVE GRADE.
3" SHREDDED CHOCOLATE BROWN MULCH.
PULL MULCH AWAY FROM TRUNK A MINIMUM OF 3'.
PROVIDE 3" EARTH PLANTING SAUCER
REMOVE BURLAP FROM TOP 1/3 OF ROOTBAL.
COMPLETELY REMOVE ANY SYNTHETIC WRAPPING
d/IdkRIALFPLANTNG HOLE WITH APPROVED PLANTING
SMIX. EAARRCCH�T£CT pR AOPFR 1.�Y
L�P[Ui I1NG HtILt FMINIMUM OF 31TIMES THE
I) THE ROOT BALL ON THE SURFACE AND
TWO TIMES THE ROOT BALL DIAMETER AT THE BASE.
TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE PLANT
SETTLING.
PLANT LIST
M- 9n IBOTANICAL NAME
------
COMMON NAME
'.AC
23
o0asia California'
Dwarf Elephant Ear
T
AM
2
Adonidia memllif
Christmas Palm
ScheKlere arbOnmla Tnn d
Variegated Dwarf Scheffiera
ACES
5
Conocarpus erectus Serecas
Silver Buttonwood
-CG
31
Clusia guttrfera
Small Leaf Clus a
CIR
18CE
Chrysobala us cam
Cocoplum
CTN
11
Codeaum varlegatum'Fra kll Roosevelt
C ton'Franklin RooseveW
DA
3
Drag na arborea
Tree Dreraena
GS
4
Gars la sp cata
Garcinia
IV
83 M
Ilex vomdarea
Dwarf Yaupon Holy
LSE
54 E
Lirope'Super Blue
Super Blue Lldope
POD
64 M
Podocarpus macrophillus M k'
Upright Podocarpus Yew
PRC
i9 E
Ph lDdendron Rojo Congo
Rojo Congo
PRT
2
Phoenix mebeknR
Pygmy Date Palm
SOD
86V
FBI Augustine FLodtam
�J DnAsrape Archltzcture
Jeffrey Houghtali ng
Registered Landscape Architect
LA6666783
68oi Lake Worth Rd. Suite 114
Lake Worth, FL 33467
ph:(561) 434-1343
e:jeff@jbddesigninc.co m
wmvjbddesigninc.wm
—Jiu--na
REMARKS
3 gallon, full,dense planU 24 heightl 24-30' on center
1 Z overall height/ SINGLE TRUNK/ full,de down/ straight trunk
3 galloN full,dense/ 18'08 / 24 n center
00 overall he ght/ full dense multi trunk tree -
15gallon, f,1.densa/ 40"x36 / 36 center
13 gallon, fug dense plantf 18 min height/ 2W on center
13 gallon/ full,dease/ 18'TL18"/ 24" on rents
IB' overall average height/ min Three irunlW fu8 dense _
--- -- --- --
j8' overall height X 4- min spread/ 4' c.V min. V cakper
—--- — — —
13 gallon, full,dense plant! 12"x12'/ 1T on center
I1 gallon, fulf, dense / 10" x 10'/ 12' on center
115 galloN full,danse to base/ 48 height and 30'spread
3 galloN full,dense/ 18'x18/24 on center ----
Contractor shall Verify actual square footage on site
PS 1 Phoenix sylvestrus Indian Date Palm To' c.t. height/ full,dense crovvn/ Florida *i
GIF 120 Ficus uric—pa'green island' Green Island Ficus 3 gallon, full,dense/ 12" x 12"/ 12" on center
NOTE: q N TS.
1. TREES ARE TO BE
INSTALLED WITH A MINIMUM TEN 4
FOOT (1D') SEPARATION FROM Q
ANY PUBLIC WATER OR PUBLIC Do 0 U
SEWER MAIN AND/OR SERVICE,
HYDRANTS, AND LIFT STATIONS.
IF A TEN FOOT 00') WATER AND/OR SEWER FACILITIES
SEPARATION CANNOT BEH PO
ACHIEVED, THE TREE SHALL BE O.E. MAINS, SERVICES AND/OR LATERALS)
INSTALLED YATH A ROOT
BARRIER SYSTEM. , PLANTING SAUCER. TYP.
2. ROOT BARRIERS SHALL
COMPLY WITH MINIMUM W GOVER OVER IDP OF BARRIER.
REQUIREMENTS OF THE P r SET BARRIER A MINIMUM OF 4"
MUNICIPALITY WITHIN WHICH g BELOW THE FINISHED GRADE 15
THEY ARE LOCATED AS WELL 'BID BARRIER' OR *DEEP ROOT•
AS WITH ANY REQUIREMENTS OF 5'
THE UTILITY HOLDER OF THE o P 7' MIN. WITH BARRIER
AFFECTED UTILITIES. IN THE EVENT
10 MIN. WITHOUT BARRIER
EVENTNT THAT CONFI.CTING B"
REQUIREMENTS EXIST BETWEEN FINISHED GRADE
THIS ROOT BARRIER DETAIL
AND THE MUNTICPAUTY/UTIUTY
HOLDER REQUIREMENTS. THE III 36"
MORE STRINGENT OF THE MIN. COVER
REQUIREMENTS SHALL BE = L
APPUCABLE.
2' - -- 5- MIN.
MIN. WATER AND/OR SEWER FACIUMES
NEVER CUT TERMINAL LEADER.
X (I.E. MAINS, SERVICES AND/OR LATERALS)
a
THIN BRANCHES AND FOUAGE AS DIRECTED
]' MIN. W/BARRIER
-
BY LANDSCAPE ARCHITECT OR CERTIFIED ARSORIST.
to' MIN. W/O BARRIER
TYPICAL PLANTING DIAGRAM
FLEXIBLE GUYING MATERIAL
LOCATE ABOVE FIRST LATERAL BRANCH.
_
-
AVOID OVER TIGHTENED TIES AS THEY
PREVENT TREE'S NATURAL SWAY.
'O
SAFETY FLAGGING
WDODEN STAKES.
SET STAKES OUTSIDE PLANING SAUCER
LARGE TREE MIN. 10'
AT A MINIMUM DEPTH OF 2 FEET.
TRUNK FLARE OR TOP ROOT VISIBLE ON SURFACE.
SMALL TREE MIN. B'
EDGE OF BUILDING OR WALL
LARGE CANOPY TREE
DO NOT BURY ROOT IN MULCH.
OVERHANG DRIP UNE
SET ROOT BALL SLIGHTLY ABOVE GRADE
61 PALMS
]' MIN.
(10% MAXIMUM, OR 2- ABOVE FINISHED GRADE).
MIN. 6'
TO WALK ��
3' SHREDDED CHOCOLATE BROWN MULCH.
LARGE SHRUB
WITH 3" BERMED PLANTING SAUCER (6" TOTAL HEIGHT)
SMAI L ACCENT TREE SMALL SHRUBS
ABOVE THE FINISHED GRADE .
-
O DISTAINCES BETWEEN
ND DIFFERENT
•
2
I — I
I_
EXTEND MULCH BEYOND BERM.
PULL MULCH AWAY FROM TRUNK FLARE A MINIMUM OF 3'.
FWN ONUHEDOR PLANT TYPES 5' MIN.
, FOR FUTURE GROWTH TO MATURE
BACKFlLL HOLE WITH APPROVED SOIL MIX
MIN. 3D" � SIZE.
MIN
C
II I I —III
(CHECK WITH LANDSCAPE ARCHITECT FOR MIX).
WATER JET ALL BA FOR FIRM COMPACTION.
GROUND COVER
III
IL A I/
TREE PLANTING SAUCER
REMOVE ROOT BALL COVERING.
18' TOP ' MULCH SHOULD
BE 1' BELOW EDGE OF
18' SIDEWALK OR ANY
2 A
CUT BACK WIRE BASKETS BELOW TOP HALF OF THE ROOT BALL
FOLD BACK BURLAP COVERING MATERIALS BELOW
_ _ 'I PAVING.
III III III— d1{M TOP OF SIDEWALK OR PATH
TOP HALF OF ROOT BALL.
COMPLETELY REMOVE SYNTHETIC BURLAP COVERING MATERIALS.
{ —III —
III III
TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTLING.
—III
III III —III
PROVIDE A PLANTING HOLE A MINIMUM OF 3 TIMES
_ _ _ _
__ — -- --- I= I I=I I I=I I —I I I I I I=I I I_I I HI I I I I —I I I=1 _I
III —III —III—I I —III III —III —� I— — —III _ _ _
III III I —III — I III=III=III—III—III —I I—
BA
HE DIAME ER OF HE ROOT BALL ON HE SURFACE AND
I_I I=1 -=I 1 I=I 1 I= I —I I I —I 1 I_I I, —I -I —III -I —III —I -
--I 1-1 III III —III —III —I =
l
Zp"
TWO TIMES THE ROOT BALL DIAMETER AT THE BASE.
—III - - - — -
—III= III —III —III III I , II I 11-
-
PLANTING SOIL, FERTILIZER AND
BACKFlLL EXISTING SUBGRADE
AS PER SPECIFICATIONS AND
STAKING PLAN DIAGRAM
PIAMTNGRED DETAILS. PREPARED BASE FOR
WALK OR PAVING.
—OUTSIDE EDGE OF TREE OR PALM TRUNK
'BID BARRIER' OR 'DEEP ROOT"
BE UTIUZED WITH AAL MATIVE PPROVAL SYSTEM
TEM BY
LANDSCAPE ARCHITECT.)
N TS.
TOP OF SOD SHOULD BE
EVEN WITH FINISHED
ELEVATION OF SIDEWALK
OR MY PAVING.
LANDSCAPE NOTES:
1. STRUCTURAL ELEMENTS AND HARDSCAPE FEATURES INDICATED ON LANDSCAPE PLANS ARE FOR
INFORMATIONAL PURPOSES ONLY. LANDSCAPE PLANS ARE TO BE UTILIZED FOR LOCATION OF LIVING
PLANT MATERIAL ONLY. LANDSCAPE PLANS SHOULD NOT BE UTILIZED FOR STAKING AND LAYOUT OR
LOCATION OF ANY STRUCTURAL SITE FEATURES INCLUDING BUT NOT LIMITED TO: BUILDINGS, SIGNAGE,
PATHWAYS, EASEMENTS, BERMS, WALL, FENCES, UTILITIES OR ROADWAYS.
2. CONTRACTOR SHALL ACQUIRE ALL APPLICABLE FEDERAL, STATE, LOCAL, JURISDICTIONAL OR
UMUTY COMPANY PERMITS REQUIRED PRIOR TO REMOVAL, RELOCATION, AND/OR INSTALLATION OF
LANDSCAPE MATERIALS INDICATED WITHIN PLAN DOCUMENTS. THE CONTRACTOR SHALL HAVE PERMITS
"IN HAND" PRIOR TO STARTING WORK. LANDSCAPE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR
WORK PERFORMED WITHOUT PERMITTED DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL CHANGES TO THE WORK, AT NO ADDITIONAL COST TO THE OWNER, AS A RESULT OF
UNAUTHORIZED WORK PRIOR TO RECEIPT OF PERMIT.
3. TREES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY. TREE SPACING IS
BASED ON DESIGN REQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO
ACCOMPLISH THAT SPACING WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. IN THE
EVENT OF A CONFLICT. AFFECTED PLANT MATERIAL SHALL BE FIELD ADJUSTED WITH THE APPROVAL
OF THE LANDSCAPE ARCHITECT TO AVOID CONFLICTS WITH THE WITH EXISTING AND PROPOSED
UTILITIES, LIGHT POLES, DRAINAGE STRUCTURES OR LINES, LAKE MAINTENANCE EASEMENTS OR OTHER
AFFECTED SITE FEATURES.
4. ANY PLANTING WITHIN THE SIGHT TRIANGLES SHALL PROVIDE UNOBSTRUCTED NEWS AT A LEVEL
BETWEEN 30" AND 8' ABOVE THE PAVEMENT.
5. ALL UTILITY BOXES/ STRUCTURES TO BE SCREENED ON 3 SIDES W/ APPROVED PLANTING
MATERIAL.
6. IRRIGATION IS REQUIRED PROVIDING 100% COVERAGE WITH A MAXIMUM OF 50% OVERLAP, AN
AUTOMATIC RAIN SENSOR MUST BE INCLUDED.
7. ALL PLANT MATERIAL TO BE INSTALLED SHALL CONFORM TO FLORIDA POWER AND LIGHTS
(FPL'S) RIGHT TREE RIGHT PLACE GUIDELINES.
S. IN CASE OF DISCREPANCIES PLANS TAKE PRECEDENCE OVER PLANT LIST.
9. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES PRIOR TO BIDDING.
10. REMOVAL OF EXISTING VEGETATION IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR.
11. RELOCATION OF EXISTING VEGETATION IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR. REFER
TO SPECIFICATIONS FOR RELOCATION INSTRUCTIONS.
SHRUB AND GROUNDCOVER PLANTING DETAIL
—A*, N TS.
r178"
CONTINUOUS LINE. BEST
FACE OF SHRUB TO FACE
FRONT OF PLANTING BED.
MAINTAIN 12' AT PLANT BED EDGE
MIN.
BETWEEN SHRUB MASSES
�,
Roxisions By
B-z6-22 JH
9-8-22 Arch. changes JH
Dr— Re,iewed
JH
Date Scale
7-11-22
Project No.
22-008
Seal
��wF;ev
W° r• tA6666Ts3 ':�
STATE
OF
62DRanp.
Sheet No-
LP-3
Lands<ne Pldntind - Port I. General
I. D.... 1ptlon of Work
A Provide all exterior planting - shown on the drawing, or Inferable therefrom and/or as specified in .... rdance with the requlremente of the
Contact Oocumnta. Landscape plane provided Indicate the proposed location of living plant meterld only. Structural element° and
hardy-pe features Indicated o the landscape plane r for Information purpoass only. Landscape plane are not to be utilized for staking
and layout or location of any structural site feature. Including but not limited to, building0. ,ignag., pathways, ,,,°manta, utilities or
B =oadwa e.
,s padficction, Include standards necessary far and Incidental to the execution and completion of planting a, indicated an the prepared
drawinga d specified here]'.
C. AI applicable federal, state and local permits shall be attained prior to the removal, relocation, or Installotlon of plant material. indicated
within
the plan document°.
G. Protection of existing features. During construction. protect all existing tree,, shrub!, and other specified vegetation, site feature. and
improwmenta etructuro,, and utilitiss apecifietl herein ender/or on submitted drawings. Removal or destruction of existing plantings i.
Prohibited unless specifically authorized by the owner, and Ith permit a, required by associated federal, state and local government
gencte..
It. APplteoble Standard°
A. American National Standard, for Tree Care Op ... Tiara, ANSI A300. American National Standards Institute. 11 West 42nd Street, New York,
N.Y. 10036.
B. American Standard far Nursery Stock, ANSI Z60.1. American Nursery and Landscape Association, 1250 Eye Street. NW, Suite 500, Washington,
D.C. 20005.
C. Hortu, Third. The Staff of the LH. Balmy Hortorlum. 1976. MacMglar Publishing Co., New York.
D. Florida Department of Agriculture "Grades and Standards for Nursery, Plants'. most recent addition.
E. National Arborl.t Association- Pruning Standard, for Shade Trees
F. All standard, ,hall Include the ],teat addition* and amendments a, of the date of advertisement for bid,
III. Qualifications
A. Larem. a pl anting and related rk shall be performed by a firm with a minimum f five years experience specializing In thin tee of work.
All contractor° and their sub -contractors who will be performing any landscape work Induded In this ,action of the sp°clfleatian hall be
approved by the landscape architect.
B. Landscape Contractor shall be licensed and ,hall tarty, y necessary Insurance and shall protect the Landscape Architect and Owner against
all It. bllltles, claims or demands for Injurlem or
damage to any person or property growing out of the performance of the work under this
contract. All workers .hall be a veered by Workman', Compensation Insurer,,.
IV. Regdrementa f Regulatory Agencies
A. Certificate. f Inspection hall , company the Invoice for each shipment f plant, am may be required by low for transportation. File
eertlfleate° with the landscape architect prior to acceptance of the materiel. Inspection by federal or state authorities at place df growth
does t preclude rejection of the plant. at the .It..
V. Submittals
A. Manufacturer'° Data: Submit copies of the manufacturer', and/or source data for all material, specified. Including soils, man amendment.
and fertiizer material,. Comply
with regulation. applicable to landscape material,.
B. Sample°: Submit °ample. of all topsoil, awl mixes, mulch.., and organic material,. Sample, ,hall weigh 1 kg (2 lb) and be packaged In
plastic bag.. Sam Flee shall be typical of the lot of material to be deli -red to the site end provide an accurate Indication of color, texture,
and organic makeup of the material.
C. Nursery Sources: Submit a list of all nueeria, that will supply plants, along with a list of the plants they cull provide and the location of
the n eery.
D. Sol Teat: Submit son test analyst, report far each ,ample of topeon and planting mix from a ,all tasting laboratory app,owd by the
landscape architect
1.Pmvlde a particle size analyst,. Including the following gradient of mineral content
USDA D-11-tion Size in
Gravel +2 mm
Very Course Send 12 mm
Coorae Sand 0.5-1 m -
Medium Sand 0.25-0.5 m
Flne Sand 0.1-0.25 mm
Very fine sand 0.05-o.1 mm
Silt O.002-0.05 mm
Clay.Matter than 0.002
2. Provide s chemical analyst,, Including the fallowing:
PH
and buffer pH
b. Percentage f genic ,Intent by own -dried weight.
Nutient ]awls by part, per million. Including phosphorus, potassium magnesium, mangon°*a, Iron, zinc. and calcium. Nutrient teat shall
w include the testing laboratory recommendation, for supplemental addition, to the mail
bayed on the requirement° of horticultu-I plant..
d. Soluble colt by electrical nd-tivfty of a 1:2. ,,It: water. sample measured In mlllimho per om.
Cation ...hange capacity (CEC).
E. Material Testing: Submit them ..f,ctur,m partlde size analy,le, and the pH ...lysl. and provide a description and source I ... IT- for the
content material of cull organic materials.
F. Maintenance Inetruetlons: Prior to the and of maintenance period, Landscape Contractor ,hall furnish three copies of written olntenanee
Inatructlon° to the Landscape Architect for transmittal to the Owner for maintenance and care of Installed plant. through their full growing
VI. Utility Verification
A. Ths tract- shall contact the I ... I utility compcnies for ifi-ti- of the I ... tlon of II underground utility line. in the are, of the
work. The contractor Mall be map ... Id, for all damage r... lting from neglect or Toil ore to comply with this requirement
Port 2. Materiels
I. plants
A. Plants .hall be true to .pool.. and o Iety specified and n y-grown In accordance with good horticultural practice. under dimatic
wonditlona similar to those In the locality of the project farat t least two years. They shall haw been freshly dug.
1.All plant a a a d description, ,hall be am defined in Hortue Third.
2 All plants Mall be grown and harvested In accordance with the American Standard for Nursery Stock and Florida Department of
Agriculture Grades and Standard, for Nursery Plant°.
3. Unless approved by the landscope architect, plant, .hall how been grown at a latitude not more than 325 km (200 miles) north o
mouth of the la tit"de of the project unless the pro -nonce of the plant can be documented to be compatible with the latitude and cold
hardiness zone of the planting location.
B. Unless ,peciflcally noted, aft plants hall be -c ptlondly he vy, ,ymmetrlcal, and trained or favored In development and appearance a°
to be unquestionably and outstandingly superior In form, compactness, and symmetry. They ,hall be sound, healthy, vigorous, well branched,
arva and d....ly foliated when In leaf; free of disease and insect% eggs, or le; ntl hall how healthy, well-dewloped oat systems. They
all all
be free from physical damage o other conditions that would prevent vi,"Gwth.
1.Tress with multlpte leaders, unless tspacified, cull be rejected. Tree wigor
th a damag° tlroo rooked leader• bark ab, I..o, , cold, disfiguring
knots, insect damage. o cute of Iimba over 20 m (3/4 in.) In diameter that a not completely cloned will be rejected.
C. Plants Mall corforrn to them ants °peclfled, a ,apt that plant. larger than tthoQe spedfled may be used If approved by the
,and... P, architect Use of larger plant, ,hall not Inreaee the contact price. If larger plant, ore opprowd• the root ball shalt be Increased
In proportion to the size of the plant.
i.Caliper m ...
.urements shall be taken the trunk 150 mm (6 In.) above the natural ground line for trees up to and Including 100 mm
(4 in.) In caliper, and W. mm (12 in.) ,bow the natural ground line for tree° owr 100 rum (4 In.) In caliper. Height and spread
dimensions ,pacified -for to the kin body of the plant and not from branch tip to branch tip. Plant° ,hall be measured when
branch°, a a In their name[ position. If a range of size, is giwn, no plant shall be leas than the minimum size, and he I... than 50
Percent
of the plant, Mall be a large the m ximum size specified. Measurement° specified ar, minimum ,Ize. acceptable after
pruning, where pruning 1. required. Plante that meet mesa re is but do not possess v atanddrtle r Iatfonahip between height and
spread, according to the Florida Department of Agricul tueu Grades d Standard, for Nursery Plcnta, hall be rejected.
D. Substitution° wf Plant materials wnl not be permitted unless authorized In writing by the landscape architect. If proof Is submitted In writing
that a plant peclfled I, not obtainable, cansldoratlon wilt be given to the nearest available size or similar variety, with a corresponding
wdNatm,nt of the contract price.
E. The plant schedule provided at the end of this ,action, o n the drawing, Ia tar the eontmetor'e information only, and no guarantee I°
expressed or implled that quantitiaa therein a act or or
the list I. complete. The contractor .hall ensure that all plant material.
shown o the drawings m Included In his or Cher bid.
F. All
plants hall be labeled by plant name. Labels shall be attached veeurely to all pl ante, buntllem, and containers of plant material, when
delivered. Plant labels shall be durable and legible, with Information given In weather-rssl.tant Ink or amb.... d pr..... lettering.
G. Selection d Tagging
1.Plants .hall be bject to Inspection for conformity to specification requirement. and wpprwwl by the land... P, architect at their place
of growth and upon delivery. Such approval shall net Impair the right T inspection and rejection during progress of the work.
2. A written request for the inapectldn of plant material t their place of growth ,hall be submitted to the landscape architect at least
ten calendar clays prior to digging. h request .hall °tote the place f growth and the quantity f plants to be Inspected. The
landscape architect may refuse Inspection at this time If. In hie or her judgment, sufficient quantltie, of plant, are ,at owilable for
inspection or landscape architect deems Inspection Is net required.
3. All field grown deciduou, trees ,hall be marked to indicate the trees north orientation In the nursery. Place a 1-In. diameter ,pot of
white paint onto the north aide of the tree trunk within the bottom 12 Inches of the trunk
H. Anti-D-1... rte
i.Mti-dealeeant,, If specified, are to be applied to plonlo in full leaf Immediately before digging or , required by the land ...pa architect.
Mti-desi.cents
a to be sprayed me that all leave° and branches are covered with a continuous protects- fnm.
I. Bdled and Buriappedt(B&B) Plant Material°
1.1-ress designated B&B ,hall be properly dug with firm. natural ball, of ,all r,toTnTng ae many flbr... root, a° p... Us.
in ,Izss and
.hopes a !peclfled In the Porida Department of Agriculture Grades and Standard, for Nursery Plants. Balls shall be firmly wrapped with
eynthetle. natural, or treated burlap, and/or wire. All synthetic fabric should be removed from the ootbdl prior to planting. True
biodegradable bcantube left around the root boll. Tha root collar ,hall be apparent at surface of boll. Tree. with Iowa,, broken•
urinp
processed. or my ufacred root balls wtl not be accepted, except with specialwritten approval before planting.
J.Contain- Plants
I. Plant, grown In a .Idners .hall be of appmpriate size for the contain,, am specified in them t meant edition of the Florida Department
of Agriculture Grade. and Standard. for Nursery Plant, and be free of circling ro tm n the exterior and Interior of the root ball.
2. Container plant. ,hall haw been grown In the container long enough to haw established roots throughout the growing medium.
K. Bareroot and
Collected Plant.
1.Plant. dsslgnated a bvroroot or cdlected plant° ,hall conform to the American Standard far Nursery Stock.
2. Bareroot rat-ld ,hall not be dug or installed after Dud break or before dormancy.
3. Collected plant material that he, not been taken from actiw n ery operation, ,hall be dug with root bell spread at least 1/3
greater than n eery grown plvnt0. When specified or approved. ,hall be In good health, free from disease, Insect or weed Infestation
and shell not be planted before Impaction and acceptance at the °Its. Testing may be required at the discretion of the Landscape
MchRoot and/or the Owner and ,hell be and
at no additional cost.
L Specimen Material: Plant material specified as specimens a e to be approved by the Landscape Architect before being brought to the site.
Unle.. otherwise noted on the drawings, these plant, ,hall be Florida Fancy.
M. Palm,
I.Coconut Palma shall be grown from a certlfled seed.
2. All palm .pact.. except Sabel palmetto .hall haw roots adequately wrapped before transporting.
3. Sabel palms shall haw hurricane cut Sabel palms ,hall be Installed o Its t the eeriest opportunity In the construction process.
All Saba! palms shot be from Palm Beach County r other sandy soils. All Sabel palm..hen be Florida Fancy.
4. Far
booted trunk palms, trunks .halt he- clean Intact beat, firmly attached to the Palm trunk. For ,lick trunk Palma, trunk shall be
clear and free from defect and ..
5. The Contractor shall teat all palm, as required to prevent Infestation by the palmetto weevil.
N. Scud
with a firm full texture and good root dewlo mant. Sod
1. Sod .hall a tared 1 or better. Sod shall be loam o muck d
q N
grown g
tiand debris l but not limited to dead thatch Insects fun us diseases and
.hall be thick health and free from defects9 Y9
wed other ln,umes o objectionablendoloot material.
ontaminatlon b 0. y w grassp
shall be Ilve frets and uninjured at the time of planting.
II be vufficlentl thick to Insure a tlense .land of live gross. Sod hot 2. So' hie c gro j+ p g
Plant ad within .hall
hours Her her -°ling.
3. Sod ar shall be all ,ream not otherwise Identified and ,hall Include the area beyond the property line to the edge of pavement and/or
edge O.f wImmediately after harvesting plant°, protect from drying and damage until ,hipped and deliwred to the planting site. Reatball, shall be
.hacked regularlly and
watered sufficiently to maintain rot viabllty.
P. Trvnapertatla, and Storage of Plant Material
1.BranMee ,hail be tied with rope or twine only, and In much manner that no damage ill occurto the bark or branch.°.
2 During transportation of plant m Todd. the contractor shall exercise care to prevent Injury and drying out of the trees. Should the
oats be dried out, large branch,. ,broken, ball, of earth broken or loosened, o of bark tom, the landscape architect may reject
the Injured tee(,) and order them replaced at n addition v coat to the owner. tAll load. of Plant, shall be covered at all time. with
tarpaulin or cu Loads that re of protected will be reacted.
3. All bareroot svas. stock .ant from the storage facility .hot l be dequately co -red with wet .on, ,awdu,t, woodehip., moss, peat, straw, hay,
or other o ceptable molature-heltling medlum• and shall be cawred with a tarpaulin or canwa Load, that are not protected in the
.be,:*
bove m May be rejected.
4. Plante must be protect t all times from .0 or drying winds. Those that cannot bee looted Immediately o tlellwry Mall be kept In
the horde, wall protected wiih Doll, wet mulch, os otheracceptable feria], and kept well' watered. Plante shall not remain unplanted
any longer than three days after dellwry. Plants tshell not be bound with wired rope at any time .o s to damage the bark or break
bran ohms. Plant° shalt be lifted and handled with suitable support of the ,,IT ball to ovoid damaging It
Q. Mechanized Tree Spade Requirement,
Tree, may be moved and planted with an approved mechanical tree spade. The tree °pad, shall ow tree. limited
to the maximum .I.. allowed for a similar B&B oat -ball diameter according to the American Standard for
Nursery Stock or the m nuf-hire, maximum size re ndati- for the tree spade being used, whichever 1.
mailer. The machine shall be approved by the landscape architect ,prior to use. Tree. shall be planted at the
do net
To
In the manner shown In the plane and In accordance with applicable sections of the
peciflcatlona
II Material, for Planting
Mulch: Except a. otherwl°e specified, mulch shall be shredded CHOCOLATE BROWN mulch - grade 'A". Mulch ,hall
be free of weed% aeeda, and any other orgadc or inorganic at, Id, It ,hall t contain atone, or other foreign
material that will prevent Its own tud decay. This .hall be applied to all planted areas where indicated so that
offer Installation• the mulch thick.°.. will not be lava than 3". Submit
for
A. Peasample Shall be horticultural peat composed of not lase than 60.i decomposed organic matter by weight on an
n dried baste. Peat hall be delivered to the oft° in a
workable condition free from lump,.
B. Gravel Mulch: Use only where ap-Ificolly Indicated an the plans of the size and type shown. Unless otherwise
.pacified It shall be w ter-wom, hard durable growl,
,shed free of loam, and, day and other foreign eubatancee. It shall be a minimum of 3' deep and .hall be
...tdned with edging or other .pp-d
gravel stop a. Indicated on the plane. It shall be a maximum f 1 1/2", a minimum of 3/4' and of a
dlly-owilable natural grovel color Doge. Provide geotextile filter fabric below aggregate rock.
Submit sample for approve'.
C. Root Barrier. Where peclfled, rot barter. hall be installed on all tree and palm material In accordance with the
root bawler detail providetl ithin the plan drawlngs.
Root battler. ,hall comply with all raqulrem ants of
the munlclpallty within which they a e located a wall a with
any utility holder requiramenta of any affected utilities. In the ewnt that conflicting requirement, exist between
the root bawler detail provlded within the plan docu m-to and the munlclpallty/utllty holder requlremente, the
more stringent of the requlremente hall be ppllcc W.
D.Planter Edging: Use only
where °pacifically indic'I'd
a plane. Edging ,hall be the color black.
E. Anti -desiccant: .hall be a mulalon ape.111. ly m nufacturad for agricultural u which provide, a protective film
cur plant surfaces. Anti-dealcconts shall be delivered In contain ere of the manufacturer and shall be mixed
cording to them nufacturer', direction.. Submit manufacturer Ilterat,m for approval.
III. Material. for Soil Amendment
A.Pine Bark: Horticultural-gracemilled pine bark, with 80 percent of the material by volume .Ized between 0.1 and
15.0 mm.
1. Pine bark shall be aged sufficiently to break down all woody material. Pine bark shall be screened.
2. pH shall range between 4 and 7.0.
3. Submit manufacturer literature for approval.
B. Organic Mattn Lear matter and yadrd waste co posted ,ul id-ily to break down all woody fibers, aeeda• and leaf
structure., vend free of toxic and n 'organic matter.
Organic matter ,hall be commercially prepared compost. Submit 0.5 kg (1 Ib) sample and supplies literature for
approval.
C. Course Sand: Course concrete ,and, ASTM C-33 Flne Aggregate, with a Flne, Modulus Index of 2.75 or greater.
1.Sand, ,hall be lean, sharp, natural ,and, free of limestone, shale and elate particle°.
2. Provide the following particle size distribution:
Slaw Percentaee Pa,mina
3/8 In (9.5 mm) 100
No. 4 (4.75 mm) 95-100
No. 8 (2.35 mm) 50 100
No. 18 (1.18 mm) 50-85
No. 30 (0.60 rum) 25-60
No. 50 (0.30 mm)
10-30
No. IGO (0.15 mm) 2m1o0
D.Lime: shall be ground, palletized, or put-rized lime ufactured to meet agricultural standard, and cartel, a
maximum of 60 percent oxide (I... calcium oxide plus
magnesium oxide). Submit manufacturer literature for approval.
E. Sulfur. shall be flowers of sulfur, pelletized or granular sulfur. or Iron sulfate. Submit manufacturer literature for
F. FPrtllizer. Agricultural fertilizer of a fornula Indicated by the moll teat. Fertilizers shall be organic• ,low -release
composition, whenever applicable. Submit manufacturer literature for approval.
IV. Planting Mix
A Planting Mix
1. Planting Mix for Trees, Shrubs, Gre-d-we and vines: Check with land ... pe architect for appropriate
mixture.
2. Planting Mix for Palma: Mixture of course
our ,and and peat mixed to the following proportion:
Cgy.sfst�enenpercent by VolumCs[gllj_j1LYlW�,
Cwor.. Sand 75%
Peat 25%
8. Plan ting mix Mall be thoroughly mixed, screened, and shredded.
C. Prior to beginning the mixing process, submit a 1-kg (2-Ib) °ample of the proposed mix with ,,IT teat results
that Indicate the mix ratio and the results achieved.
D. During the mixing prate.. but prior to Installing the mix, submit a 1-kg (2-Ib) sample Tor .awn 200 cubic
meters (250 cubic yard.) of planting mix, taken randomly from the finished soil mi,. with ,all teat r suits for
approval. In the event that the teat results do not meet the required particle size distribution, -mix and r-.bmlt a
,.Heed planting mix.
E. Make all amendment, of lime/sulfur and fertilizer Indicated by the ,an test result, at the time of mixing.
F. All mixing .hall take place In the contractors yard, using commercial mixing equipment muffld,nt to
thoroughly mix all component° uniformly
G. Protect the planting mix from erosion prior to Inatallotlon.
Pert
I. Excavation of Planted Areas
A. 11 -b..f for plants and/or royal o dt area! eo be planted ore to be stoked out at the ,Its. Locate and mark
all nb.uAace utility Ilnea Approval of
the .takeout by the
landscape architect I. required before exca-flan begins.
B. Tree, shrub, and g-und-vor beds a a to be acted to the depth and widths Indicated an the landscape plan
oaten drawings. If the planting area under any tee Is
Initially dug too deep, the ,,It added
to bring it up to the correct level should be thoroughly tamped.
7.The ,Idea of the excavation of all planting area shall be eloped at a 45 degrees. The bottom of all beds Mall
slope parallel to the proposed grades or
toward any subsurface drain line, within the planting bed. The bottom
of the plantingbed directly under any tee ,hall be horizontal such that the tree .It, plumb.
2. Maintain all ,squired anglss of repo.. of the adjacent material, as shown on the drawinga Do not excavate
wompvcted .ubgradae of adjacent pavement or ,true ,me.
3.Subgracle age ,hall be ,eperated from the topsoil, re cud from the area, and not used - backflll In any
planted or lawn a, a. Excavations shall not be left owmd o unprotected .-might.
C.For trees and shrubs planted in individual hole, in a sof good Boil that ie to remain m place and/or to r..elw
amendment In the top 150-mm (6 In.) layer, a tte sthe
hole to the depth of the root ball and to width° shown on the drawing. Slope the ,Idea of the excawtlon at a
45 degree angle up and away from the bottom of the
wtlon.
1. In area f ,lowly draining sons. the root boll may be set up to 75 mm (3 in.) or 1/8 of the depth of the
root bail ,bow the adjacent ,all level.
2. Save the existing II to be used a, backflll .... d the tree
3. On steep slope°• the depth of the excavation shall be m.... red at the center of the hole and the excawtlon
dug as howl, 0, the drawings.
D.Detrlmental soil conditions: The landscape architect is to be notified, in writing, of moil condition. encountered,
Including poor drainage, that the contractor considers
detrimental to the growth of plant material. When detrimental ...ditiona are uncovered, planting ,net be
discontinued until In,toction, to resolve the condition, are
celwd from the landscape architect.
E. Obstructions: If rock, underground construction work, utilities, tree roots, or other obstructions are encountered In
the ....wtiwn of planting area alternate location, for
any planting hall be determined by the landscape architect.
it. Installation of Planting Mix
A. Prior to the Inatallotlon of the planting mix, Install subsurface drain.. Irrigation main lines, lateral line,, and
Irrigation rlm.m shown on the drawings.B. The land... P. architect shall review the preparation of subgrades prior to the Installation of planting mix.
C. Do not proceed with the installation of planting mix until all utility work in the area he, been installed.
D. Protect adjacent walla, -Ike, and utilities from damage or staining by the ,,IT. Us, 12-mm (1/2 in.) plywood
and/or plastic sheeting am directed to c existing concrete.
metal, masonry work, and
other Item, am directed during the progream of the work.
1. Clean up any
or dirt .pilled o any paved surface at the and of each working day.
2. Any damage to the paving o architectural work ,,used bthe moll, Installation contractor ,hall be repaired by
the general contractor at the toole Installation contractors expense.
E. nil the eubmoll Into the bottom layer of toped! or planting miz.
1.L.... n the ,,IT of the subgrade to a depth of 50 to 75 mm (2 to 3 In.) with a -totnler or other suitable
device.
2. Spread a toyer of the :peclfled topsoil r planting mix 50 mm (2 in.) deep over the .ubgrade. Thoroughly till
the planting Ix and the .ubgrode together.
3. Immediately Install the remaining topsoil planting mix in acc, dance with the following ,p,,IfI atlon.. Protect
the Iliad area from traffic. DO NOT allow the tilled subgrade to tb...me ompacted.
4. In the event that the tilled area beeomea wom putted, till the ,ran ,gain prior to Installing the planting mix.
F. Install the remaining topsoil or planting Ix in 200- to 250-mm (8- to 10-in.) lift, to the depth, and shown on
the drawing d°tdle. The depth, and grades shown n the drawing, a e the final gratle, after ..It settlement and
shrinkage of the organic material. The ontractor shall Install the n at o higher level to anticipate this reduction
of avail lume, depending on predicted settling properties for each type of soil.
1.Phase the installation of the cog ...h that equipment does not have to tra-I over already -Installed topsoil or
planting mixes..
2. Compact du lift .."'Id
-tly to reduce settling but not enough to prevent them ant of water and feeder
cot. through the II. The soil In each Ilft Mould feel fitter] sto the foot In all eas nd mok. only slight heel
print.. 0-rwompactlon .hall be determined by the following field percolatln test vet
in diameter and 250 m 10 in. deep.
DI a hole 250 m 10 In. p q m ( ) m ( )
Immediately refill the hole with water, and measure the
b. FlII the hole with rooter and let It drain completely. Imme
P Y Y
rate of fall Ina the water level.
1 In the event that one water drdn, at a rate leas than 25 mm ( in.) par hour till the ,,It to o depth
required to brook the architect
p,net .
d. The landscape architect °hall determine the need for, and the number and location of percolation tent,
boeetl on observed field a conditions
of the ,00.
3. Maintain moleture conditions within the sons tluring Inatallotlon to allow Tor satisfactory compaction. Suspend
Installation operations If the moll become, wet. Do not place ,,It, on wet mubgrade.
4. Provide adequate equipment to achle- consistent and uniform earnpactlon of the ,olla. Us* the ,malleat
equipment that r a onably perforn the task of spreading and compaction.
s 5. Add lime, ulf,u,efertilizer, and other o entlmenta during moll Installation. Spread the amendment, over the top
layer of son and till into the top 100 mm (4 In.) of ,on. Soil amendments may be added at the same time
that organic matter, when mq,lred, la added to the top layer of soil.
6. Protect °all from o peals' after placement. Ana a that become. o-,compacted .hall be tilled to a
depth of 125 mm (6 In.). Uneven or settled areas shall be filled and regraded.
Ill. Flne Grading
A. It shall be the responsibility of the Contractor to finish grade (min. 6' below adjacent F.F.E.). Flniah grade° In planting areas shall be arm
Inch lower than adjacent paving and are to Include 3* of mulching. New earthwork ,hell bland a oothly Into the existing earthwork, and s
grades shall pitch evenl� between spot grade,. All planted or as must pitch to drain at a minimum of 1/4" per foot My dlsrepanciea
not allowing thta too ,hall be reported to the Landscape or,,,
prior to continuing work. rN
Landscape Architecture
B. FlII all dips and remove any bumps in the owrall plane of the °lope.
1.The tolerance far dip, and bump* In lawn area, ,hall be a 12-mm (1/2 In.) deviation from the plane in 3.000 mm (10 ft). T
2. The tolerance for diP, and bump! In shrub Planting area° shall be a 25-mm (1 in.) deviation frem the plane in 3,000 mm (10 ft). ,/ "
3. All fine grading hall be .Pact and approved by the Iand...pe architect prior to planting, mulching, sodtling, o ceding.
C. Berning ,hall not be placed within 10' of any existing tree n win It be allowed toencroach upon any utility, drainage, or maintenance
ant. Bem ing shall not impede or obstruct any necessary ,wale, needed to drdnother areas for the property.
IV. Planting Operations
A. Ponta ,hall be ,at on flat -tamped otezc voted pads at the ,a mlation°hlp to finished grade am theywere to the ground from which
they w re dug, less therwl- noted angodrawing,. Plante must be ,It plumb and braced In position until topsoil or planting ix hoe
ben Plnaetl and tamped .round the base of the root boll. Improper compacting of the ,all ,round the rot ball mayift s It In the tree
settling o lawn ing. Plant, ,hall be ,at ,a that they will be at the same depth and so that the root ball doe, not an or mow laterally
e year later.
1.Deternine the elewtlwn of the root flare and ensure that It 1, planted at grade. This may require that the tree be ,at higher than the
grade In the nursery.
2. If the root flare I, le.. than 50 mm (2 In.) below the ,all level of the root ball, plant the tree the appropriate level ,bow the grade
to .at
the flare a with the grade. If the flare 1, more than 50 mm (2 In) at the center of the root ball the tree shall be rejected.
B. Lift plant° only from the bottom of the root ball, or with belts or [lfting home, of sufficient width not to damage the root ball.. Do
not lift tree. by their trunk or a the trunk a. a over
In positioning or moving the tree In the planting area.
C. Remove plastic, paper, or fiber Pat, from containerized plant material. Pull root, out of the root mat. Loosen the potting medlum and
shake away from the root maL Immediately after removing the container, Install the plant such that the root, da not dry out. Pack planting
mix
around the exposed root° while planting.
D. The roots of bare -root tree. °hall be pruned at the time of planting to remove damaged o undesirable root, (thee, likely to become a
d.trlment to future growth of the root system). Bar° -root tree, °hall how the root, ,pr.ad it, approximate the natural position of the
oat° and .hell be -ant
ered in the plan ting Pit
. The plantin g-soll backflll shall be worked firmly into and around the root°, with acre taken
to fill in completely with no air packet,.
E. Cut open o string. from the top of shrub root balls d tree, smaller than 3 in. caliper after plant ha, been ,et. Remove b.r.p or cloth
wrapping ands any wire be *to from a and tap half of balls. Do not turn under and bury portions of burlap at top of ball.
1.Do net Immediately remake the ropes and burlap from tree* larger than 3 In. caliper. Return to each tree three month, after planting and
cut all ropes around the trunks and tops of the root balls of thee, trees.
2. Completely remove any waterproof or water -repellant string, or wrappings from the root ball and trunk before backfllling.
F. Set balled and buriapped tees in the hole with the north marker facing north unl sae otherwise approved by the landscape architect.
G. Place native ,all. topsoil, or planting mix into the a and the tree, tamping lightly to reduce settlement.
1.For lant° planted In individual hole, in existing ,on, any reuired II amendment, to the sons, a, the material le being bwckflll°d
the plant. Ensure that the a entlmenta v e thoroughly mixed Into the bockfill.
2 aroundFor plant, planted in large bad, of prepared mail, add ,all a endmerts during the soil Installation process
3. Ensure that the backflll immediately around the base of they root ball le tamped with foot pressure sufficient to prevent the root ball
from shifting or leaning.
H. Solid and ,hall be laid with doaely...
butting joint, with a tamped or rolled, own rfa<e. Stagg,, ,trip, to offset ],Into In adjacent
co Brisod In place ng the sad edge in eat. dean manner to the edge of II paving and shrub ,be,,rSotl along °lope..hall be pegged to hold
In the opinion along gt],, Land... es or as Architect, tosgdrsseing 1, a the ry after rating, deanesendwill abe at
o applied an.,
,thest w the the Owner.
wrfoce If,
and thoroughly w,°hed In without additional cpharge. g ^°eaaaary a ro g, can w awn y applied ow, en su
1. Thoroughly water all plant° Immediately after planting. Apply water by home directly to the root ball and the adjacent son.
J.Remow all tags, labels, string,, etc. from oil plants.
K. Remove any excess ,an. debris, and planting material from the job site at the and of each workday.
L Fort' watering saucers 100 mm (4 In.) high Immediately -told, the area of the root boll of each tree va Indicated on the drawings.
V. Relocation of Existing Material:
A. Landscape Contractor ,hall root prune trees which are to be relocated In accordance with opprowd horticultural practices and the
following procedure,.
,
1.Se1eet healthy tree
2. Salactiwly trim the canopy removing dead limb,, cm.s branching over crowned area , and lower undesirable limb,. Fertilize and water
tree, before pruning.
1 e This is done b hand with she
3. Root prune Sro f the root ay -rho approximately 1B'-2' deep (depending upon epode, and size). y N
hand tool° r a root pruning saw. The diameter of the root ball to be pruned 1. 8-12 Inches per every one Inch of diameter at breast
height of the taw%
4. Back fill the a lating ,,IT with pact me,, to stimulate new root growth of the pruned roots.
5. Water In thoroughly and treat with a mycorrhlzae and a low nitrogen fertilizer (ao not to bum the pruned roots). Brace tree, If deametl
a.ryo
6 DBHt tree edThprunedt,am tree should be watered every day (especially during wamonth, of the season), the equivalent of 5 gallon* for every
per y.
7. Root pruned tree. Mould be let to stand for a minimum of 8 week° for tree. lees than 8" OBH and a, long as 3 month, for larger
specimen, prior to transplanting.
& For beet results and aurviwrship, now root growth should be evident on root pruned tree. prior to transplanting.
9. Upon transplanting, water Mould be applied every day - outlined In atop 6 for at least one year.
A. Staking and Guying
A. The Contractor ,net ,take all tee, vend Palma In o co donee with the tree and palm ,taking details provided within the plan drawing,
Al temats method, of guying or ataking May be employed with the prior approval f the Landscape Architect.
B. Tha Contactor ,hall be responsible for the replacement o adjustment of all trees, palms or shrubs that fall or lean during the guarantee
period.
The Contactr Mall be map ... Id, for any damage "used by the falling or leaning of tees.
C. Stake° and guy, ,hall be Installed immediately upon approwlor. planting, antl .hall be removed In accordance with the ,taking details
provide within the plan drawing,. Any tree that Is not ,table at the and of the warranty period ,hall be rejected.
VII. Pruning
A. Plants ,hall net be heavily pruned at the time of planting. Pruning is required t planting time to correct defect,In the tree structure.
including removal of injured branches, waterspouts, suckers, and Interfering branches. Healthy lower branches and Interior small twigs should
not be removed except a „ry to dear walk. and roads In no came should more than one -quarter of the branching structure be
wtl. Retain then main or natural shape of the plant.
B removed.
pruning °hall be completetl using clean, .harp tool°. All outs .hall be dean and smooth, with the bark intact with no rough edge, or
lea n.
C. Pruning of large tree, shall be done from a hydraulic men-Ilft such that It I, not necessary to climb the tree.
Mi. Mulching
A. All trees, palm,, ,hmb,, and other planting, will be mulched with mulch pr,Vm,ly approved by the landscape architect. The mulch ,hall be
minimum 3' thick lawn r all tree, shrub and ground ,over r
r planting unles. othorwlae specified. All mulch layers .hall be of the
.peclfled thickn eas at the time of the final acceptance of the work. Mulch must not be placed within 3 Inch,, of the trunks of tree., palm°
B Dshrub,.
Place mulch at leant 3' In depth In a circle around all tree° ]acted In lawn areas. The diameter of the circle !hall be 18' in diameter
larger than the ball of the plant provided. Mulch must not be placed within 3 Inches of the trunks of trees, palm, or shrub,.
IX. Maintenance of Trees. Shrub., and Vines
A. Maintenance shall begin Immediately after each plant I, planted and continue until Its acceptance hoe been confirmed by the landscape
architect.
B. Maintenance °hall consist of pruning, watering, cultivating, weeding, mulching, fertilizing, tlghteninq and repairing guys and stake., r etting
plants to proper grades o upright position, restoring of the plantings and furnishing and applying such sprays or other material, as
necessary to keep pl antinge free of Insects and dim..... and In vigorous, condition.
C. Planting ,race and plants hall be protected at all ,mm
galn*t te,pvsaing and damage of all kind, for the duration of the maintenance
period. If , plant becomes damaged or injured. It shall be treated d replaced am directed by the land ...pe architect at n additional cost.
D. Watering: Contractor *hall Irrigate a required to dntain vigorous t nd healthy tree growth. Owrwatering or flooding hall not be allowed.
The .on
,hall monitor, adjust land u eziating Irrlgatlon tacgitiea, If awllable, and fuml,h any additional material, equipment or water
toe adequate Irigation. Root balls of all trees and large shrubs shall be spot watered using handheld h.... during the first four
,nth. rafter planting, a requ trod to ensureadequate water within the root boll.
E. During periods of restricted water usage, all govemmental regulations (permanent and temporary) shall be followed. The contractor may
haw to tan sport water from ponce or other source., at n additional expanse to the owner when Irrigation system, are navanoble.
F. Remove eon ridge. from .round watering basin, prior to and of maintenance period, as diroeted by Landscape Architect u
X. Acceptance
A. The landscape architect hall Inspect all work for acceptance upon written request of the contactor. The request ,hall be received at least
ten calendar clays before the anticipated date of Inspection.
B. Acceptance f plant material shall be for general conformance to specified ,I- character, and quality and ,hall not roliew the contractor
of responsibility for full conformance to the contract documents. including correct specie°.
C. Upon completion —I
nspection inspection of all repaie e or r n wd, necessary In the judgment of the landscape architect, the landscape architect
shall certthat
ify In writing at the work hoe been accepted.
XI. Acceptance In Part
A. Work may be accepted in part, when the land ,,,hltect and contractor deem that practice to be In their mutual Interest. Approval
t be given In writingwby the Iwndacape architect to the contractor verifying that the w rk I, to be completed in parts. Acceptance of
work in Parts
.hall not ales any other provision of this contract
Al. Guarantee Period and Replacements
A. The guarantee periotl for tree, and shrub, shall begin at the date of acceptance.
lot to be In health and flourl.hin ondlHon for a period of an year from the date of
B. The contractor shall guarantee all plant molar y g c p e
C,eeeptonee.
When work I, accepted In s. all the guarantee d,toperiods extend from each of the partial vcceptancea to the terminal date of the guarantee
of the Ivat acceptance. Thu,, all guarantee period, terminate at o e time.
ecifled Iantln erlod all ]ante
Bather ..pt, a Permit, and within a
D. The contractor shall re lace without a mp p 9 p P oat a pe
P
o the antes erlod. To be
e table ebranchn durin and shall
the end f h
I b the land a architect to be dead or in guar p
determined c p 9
Y P
al bear folio a of n anal tlen,It elz and
or d o branch,, and branch tl a and ah I 0.
consideredRepl acceptable. lama shall at free vet dead P 9 Y• Pdying
to all r uiremente stated
of the name eelss. Rapt shall be sub ct
R. laoementm shall class] match ad cent m eelmane k °9 color. P Y h P °P P
In this .peciflcatlan.
E. Tha guarantee of all replacement plants shall extend fora additional period of on° year from the dote of their acceptance offer
replacement. In the evan
a t that a r placement plant Is not a ptable during or at the and of sold extended guarantee period, the landaeape
architect may elect ,ub.equent replacement o credit for that Item.
F. At the and of the guarantee, the contractor or
meet grade, that how settled below the proposed grade, on the drawings.
G. The contractor ,hall make periodic Inspections, at no extra coat, during the guarantee period to determine what change,, If any, Mould be
mode In the maintenance program. It changes a tee mended, they Mall be submitted in wrlttng to the landscape rMltecL Claim° by
the contractor that the o maintenance pathos. war lack of maintenance resulted in dead or dying plant° will not be considered If much
ddms haw not been documented by the contractor during the guarantee period.
All. Final Inspection and Final Acceptance
At the end of the guarantee period and upon written request of the contractor, the land ... pe architect will Inspect Ill guaranteed w rk for
final acceptance. -rhorequest shall be received at I ... t ten -tender days before the anticipated date for final Inspection. Upon
eompletlwn and
e-inspection i II repels or renewal, n oe sary in the judgment of the landscape architect at that time, the landscape a hitect .hall certify,
In writing. that the project he, received final acceptance.
Jeffrey Houghtaling
Registered Landscape Architect
jA6666783
6801 Lake Worth Rd. Suite 114
Lake Worth, FL 33467
ph:(561) 434-1343
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9-8-22 Arch. changes JH
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Drawn Re-ewed
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Date Scale
7-11-22
Project No.
22-008
Sheet No.
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ARC LENGTH
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ARC LENGTH OF CURVE
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PROFESSIONAL SURVEYOR
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RADIUS OF CURVE
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SQUARE FEET
SSS
SINGLE SUPPORT SIGN
TPD
TELEPHONE PEDESTAL
U.E.
UTILITY EASEMENT
WM
WATER METER
WPB
WIRE PULL BOX
BPWR(B) BURIED ELECTRIC MARKED BY RITZEL—MASON
- BT(B) BURIED TELEPHONE MARKED BY RITZEL—MASON
— W(B) BURIED WATER MARKED BY RITZEL—MASON
UNK(B) BURIED UNKNOWN UTILITY MARKED BY RITZEL—MASON
CATV(B) BURIED CABLE TELEVISION MARKED BY RITZEL—MASON
FEMA FIRM DATA:
FLOOD ZONE: X CERTIFIED TO
FLOOD PANEL: 12099CO977F & 12099CO981 F AMES INTERNATIONAL ARCHITECTURE
FLOOD DESIGNATIONS EFFECTIVE: 10/05/2017 OCEAN AVENUE CUSTOM HOMES LLC
VICINITY MAP
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NOTES: LAND DESCRIPTION:
ALL BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE OF THE SOUTHEAST PARCEL 1
QUARTER OF SECTION 4 TOWNSHIP 46 SOUTH, RANGE 43 EAST, BEING NORTH 89°18'29" LOT 93, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
EAST. BOOK 27, AT PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
ALL DISTANCES SHOWN HERE ON ARE IN U.S. SURVEY FEET.
VERTICAL DATUM IS IN REFERENCE TO NATIONAL GEODETIC VERTICAL DATUM OF 1988
(NGVD88)
UTILITY LINES SHOWN HEREON HAVE BEEN DESIGNATED BY RITZEL—MASON INC. UTILITIES
WERE DESIGNATED BY ELECTRONIC METHODS. DESIGNATES CONFORM TO ASCE-38
STANDARDS FOR QUALITY LEVEL B.
LIMITATIONS:
SOME UNDERGROUND UTILITIES ARE LABELED AS UNKNOWN, THIS IS DUE TO THE LACK OF
ABOVE GROUND FEATURES IN OR NEAR THE PROJECT LIMITS. ABOVE
GROUND FEATURES HELP IDENTIFY THE UTILITY TYPE.
REPRODUCTIONS, ADDITIONS, OR DELETIONS ARE NOT VALID WITHOUT ORIGINAL SIGNATURE
& RAISED SEAL OF THE FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE OPINION OR ABSTRACT
BY THIS SURVEYOR OR ANY FORM. THE CLIENT IS HEREBY ADVISED THAT SUCH MATTERS
OF RECORD MAY BE RECORDED IN THE PUBLIC RECORDS IN WHICH THE SUBJECT PARCEL
IS SITUATE.
PARCEL 2
A PORTION OF THE NORTH 100.00 FEET OF THE NORTH 4 OF THE SOUTHEAST a OF SECTIOI
4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY,
FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF LOT 93 AS SHOWN ON THE PLAT OF PLACE
AU SOLEIL RECORDED ON PLAT BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH
COUNTY, FLORIDA; THENCE EASTERLY ALONG THE NORTH LINE OF THE AFORESAID PLAT, A
DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING' THENCE NORTHERLY AT RIGHT
ANGLES, A DISTANCE OF 50.00 FEET TO A POINT OF CURVATURE OF A CURVE TO THE
RIGHT; THENCE NORTHEASTERLY A DISTANCE OF 31.42 FEET ALONG THE ARC OF SAID
CURVE HAVING A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES; THENCE
EASTERLY AT RIGHT ANGLES A DISTANCE OF 90.00 FEET; THENCE SOUTHERLY AT RIGHT
ANGLES, A DISTANCE OF 70.00 FEET; THENCE WESTERLY, ALONG THE NORTH LINE OF THE
AFORESAID PLAT, A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE IN DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING
21,851.69 SQUARE FEET (0.5016 ACRES), MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS AND RIGHTS —OF —WAY.
I HEREBY CERTIFY THAT
DATE OF FIELD WORK: FEBRUARY 4 THROUGH JULY 7, 2022 PROPERTY IS TRUE AND
THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
DRWN BY:
CK
SURVEYED
IN THE FIELD
BY MYSELF. I FURTHER CERTIFY
THAT
THIS BOUNDARY SURVEY
MEETS THE
STANDARDS
OF PRACTICE SET FORTH IN
CHAPTER
5J-17.050 THROUGH
RVWD BY:
CM
5J-17.052,
OF THE FLORIDA ADMINISTRATIVE CODE,
PURSUANT
TO SECTION 472.027, OF
FLD BK:
FLORIDA STATUTES.
BK PG:
CLYDE R MASON II LS6905 DATE
DATE:
7/7 22
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SECTION 4
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O.R.B. 32435 PG. 1980
PARCEL 2
PARCEL CONTROL NUMBER
20-43-46-04-22-000-0920
LOT 92
P.B. 27 PG. 69
O.R.B. 32435 PG. 1980
PARCEL 1
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FINISH FLOOR
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I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
SURVEYED IN THE FIELD BY MYSELF. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY
MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17.050 THROUGH
5J-17.052, OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, OF
FLORIDA STATUTES.
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Town of Gulf Stream
TOWN OF GULF STREAM, FLORIDA No- RECEIVED
OCT i 2 2022
Town of Gulf Stream, FL
APPLICATION FOR DEVELOPMENT APPROVAL
x
This form is to be used for all development review applications to be heard by the Town of Gulf Stream
Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the
form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for
Development Review Form. Failure to complete this form properly will delay its consideration.
PART II. GENERAL INFORMATION
To be completed by all applicants.
A. Project Information
ARPB File #
I.A.I. Project/Owner Name: Joseph and Laura Pehota
I.A.2. Project Address: 996 Pelican Ln
I.A.3. Project Property Legal Description: See attached Legal description
I.A.4. Project Description (describe in detail, including # of stories, etc.)
This is a 2 Story CMU residence with 4 bedrooms, one bonus room, a 2 car garage, a covered loggia and a pool and pool deck
The style of the house is Anglo Caribbean.
I.A.5. Square Footage of New Structure or Addition: 3698
Architectural style: Anglo Caribbean
I.A.6. Check all that apply: x Architectural/Site Plan Review North Ocean Boulevard Overlay (complete
section B) x Demolition of Structures (complete section C) Land Clearing (complete section D)
x- Special Exception (complete section E) Variance (complete section G) _ Non-residential uses
(complete Section F)
I.A.7. Proposed F.F.E: 8•00' NAVD Type of Foundation: Concrete Piles
B. Owner Information
I.B.I. Owner Address: 527 Rolling Hills Dr, Fairfield CT 06824
I.B.2. Owner Phone Number: 203-980.0213 Fax:
I.B.3. Owner Signature:
C. Agent Information
I.C.1. Agent Name and Firm Name: Richard Brummer
I.C.2. Agent Address: 7700 Congress Ave #1117, Boca Raton FI
I.C.3. Agent Phone Number (0) Cell561-577.8786 Fax
Richard Brummer""
I.C.4. Agent Signature:
Off Iola[ Use Only
Pre-App Date: ARPB Date:
App Date: Recommendation:
Com Date: TC Date:
Decision:
Application for Development Approval, Form ADA.32000 Page 2
September 2004
Town of Gulf Stream
PART III. PROJECT DESCRIPTION AND JUSTIFICATION
To be completed by all applicants after pre -application conference with Town Staff. Please be concise but
brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete
question number for each response.
A. Project Description and Justification
III.A.1. In what zoning district is the project site located? IRS Residential Single Family - North/South District
II1.A.2. Is the project compatible with the intent of the zoning district? x: Yes No
Explain. The design consist of a single family residence that complies with the Town Zoning requirements and design criteria
III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the
Comprehensive Plan? x Yes No
Explain, The design consist of a single family residence that complies with the Town Zoning Future Land Use Map Goals.
III.A.4. How are ingress and egress to the property to be provided?
There will be one Driveway provided for vehicular and pedestrian access to the property
III.A.5, How are the following utilities being provided to the property?
a. Stormwater Drainage Stomr water will be retain within the property based on civil design
b. Sanitary Sewer This property will provide aseptic system
c. Potable water This project will utilize city water
d. Irrigation Water This project will utilize city water
e. Electricity This project will utilize city electricity
f. Telephone This project will utilize city phone service
g. Gas This project will be connected to street natural gas
h. Cable Television This projectwill utilize city cable service
III.A.6. If the project involves the erection of one or more structures, please describe how the structures are
consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional
sheet if necessary.)
See attached Project description
PART IV. ADDITIONAL INFORMATION
Section A is to be completed by all applicants after pre -application conference with Town staff. Answering
"Yes" to any question in Section A requires the completion of additional Sections as indicated.
A. Additional Approvals/Requirements
IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard)
right-of-way? Yes x No (If "Yes', Section B of this part must be completed.)
IV.A.2. Does the project involve the demolition of one or more structures? x Yes No
(If "Yes', Section C of this part must be completed.)
IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than
fifty percent (50%) of the landscape area of a developed lot? Yes z No
(If "Yes", Section D of this part must be completed.)
IV.A,4. Does the project require approval of a Special Exception? x Yes No
(If "Yes", Section E of this part must be completed.)
IV.A.5. Is the project at variance with any regulations contained in the Zoning Code?
Yes x No (If "Yes", Section G of this part must be completed.)
Application for Development Approval, Form ADA.32000 Page 3
September 2004
Town of Gulf Stream
B. Projects Requiring North Ocean Boulevard Overlay Permit
IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what
extent?
IV.B.2. Describe the need and justification for the disturbance/addition:
IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings,
landscape features and open space, or introduce incompatible landscape features or plant material
that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District?
Yes No
Explain:
IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project?
IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual
and aesthetic quality of the North Ocean Boulevard Overlay District:
C. Projects Requiring a Demolition Permit
IV.C.1. When are the existing structures to be demolished? TBD
IV.C.2. When are the proposed structures to be constructed? TBD
IV.C.3. What is the landmark status of the structures to be demolished?
The current building does not have any historic, aesthetic or artistic value
D. Projects Requiring a Land Clearing Permit
IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard
Overlay District:
IV.D.2. Describe the need and justification for the removal/relocation:
IV.D.3. How is the removal from the project site of vegetation to be mitigated?
IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the
land clearing and constriction activities and thereafter?
IV.D.5. What replacement materials are proposed?
Application for Development Approval, Form ADA.32000 Page 4
September 2004
Town of Gulf Stream
E. Projects Requiring Special Exceptions
IV.E.1. Is the proposed use a permitted Special Exception use? Yes - No Code Section: 70-72(b)
IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety,
welfare, and morals will be protected?
The reduction of the FAR is within the building so public health, safety, welfare and moral are protected
IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be
located? -- Yes y No
Explain: The reduction to the FAR is part of the building design not affecting the neighborhood
IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is
to be located?
The reduction to the FAR is part of the building design not affecting the character of the district
IV. E.5. What landscaping and screening are provided?
The reduction to the FAR is part of the building design. The project will have a complying landscape design
IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located?
x Yes No
Explain:
The use of the area is part of the footprint design on this project and it complies with all the regulations
F. Non -Residential Projects of Greater than 2 Units
IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained:
IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding
Properties.
IV.F.3. For each of the following, list the number provided and their dimensions:
Loading Spaces:
Standard Parking Spaces:
Small Car Parking Spaces:
Handicapped Parking Spaces:
Driveways/Aisles:
Application for Development Approval, Form ADA.32000 Page 5
September 2004
996 Pelican Ln
Lower Walls & Garage Door
SW 7005
Pure White
i—i,
L—V-Na �, 255-C1
Upper Walls (siding)SW7005
OPUS HOMES
d e s i g n + e n g i n e e r i n g
page 1
Windows (Aluminum)
Shutters (Aluminum)
SkN' 64s3
Breaktime
Interior; Exbxior
Location Number 160-Cl
Fascia & Outriggers
SW 7005
Pure White
Interior; Exterror
L ..fi- Number 255-C l
OPUS HOMES 455 NE 5th Avenue Suite D332, Delray Beach, FI 33483 www.opushomes.net
Pehota's Residence
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-JOSEPH t LAURA PEHOTA
527 ROLLING HILLS DRIVE
FAIRFIELD, CT 06824
TELEPHONE: 203-q80-0213
DESIGNER
OPUS HOMES
DESIGN t ENGINEERING
455 NE 5TH AVENUE
SUITE D-332
DELRAY BEACH, FL 33483
TELEPHONE: 561-577-8786
ELECTRICAL NOTES:
1, ALL FIXTURE AN OUTLET LOCATIONS SHALL BE VERIFIED AND COORDINATED WITH STRUCTURAL ELEMENTS.
2. CONTRACTOR SHALL VERIFY W/ FPtL LOCATION OF SERVICE, LOCATE METER,DISCONNECT 1 PANEL
ACCORDINGLY.
3, ALL ELECTRICAL WORK SHALL BE PREFORMED BASED ON THE N.E.G. AND ALL APPLICABLE CODES
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL
CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES.
5. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH 'TRW' INSULATION FOR SIZE #10 AND
SMALLER. CONDUCTORS LARGER THAN n10 SHALL H0 AVE 'THW' INSULATION. ALL CONDUCTORS 0 AND
SMALLER MAY BE SOLID. ALL CONDUCTORS n8 AND LARGER SHALL BE STANDARD.
6. ALL RECEPTACLES INSTALLED OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER.
T. ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE,
B. SMOKE DETECTORS SHALL BE INSTALLED ON THE CEILING AT BOTTOM OF STAIRS AND AT THE TOP
LANDINGS
9. SMOKE DETECTORS TO BE POWERED BY HOUSE ELECTRICAL SERVICE WITH BATTERY BACK-UP, VISIBLE
'POWER -ON' INDICATOR AND A TEST BUTTON. ALL SMOKE DETECTORS TO BE INTERCONNECTED AND MUST
SIGNAL SIMULTANEOUSLY WITH TEMPORAL SOUND.
10. CONTRACTOR SHALL VERIFY WITH FPtL THE LOCATIONS OF SERVICE AND SHALL LOCATE METER AND PANEL
ACCORDINGLY.
II. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS.
12. PROVIDE G.FJ. OUTLETS IN GARAGE, AND LIGHTING FIXTURES WITHIN 5'-0' OF SWIMMING POOL EDGE
ALL BR NC C L.
3. A A H CIRCUITS SHALL BE IN RACEWAY OR NON-METALLIC SHEATHED CABLE.
14. ALL CONDUCTORS SHALL BE COPPER, U.N.O, CONDUCTORS aB AND SMALLER SHALL HAVE T.W. INSULATION:
CONDUCTORS LARGER THAN nB SHALL HAVE T A W. INSULATION.
15, INSTALL ELECTRICAL SWITCHES 40' A.F.F. UNLESS OTHERWISE NOTED.
16, ALL RECEPTACLES SHALL BE INSTALLED 12' A.F.F. UNLESS OTHERWISE NOTED.
D. CLOSET LIGHTING 514ALL BE MIN. IB' CLEAR FROM EDGE OF SHELVES.
PLUMBING NOTES
I. SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE
BUILDING OFFICIAL.
2. WATER LINE5 SHALL BE COPPER (UNLESS NOTED OTHERWISE).
3. CONDENSE LINES SHALL BE 3/4' 0 PVC (SCHEDULE 40),INSULATED WITH 1/2' A -FLEX,
4. HOT WATER LINES INSULATED WITH I' AMAFLEX ABOVE.
5. PROVIDE AIR CHAMBER WITH ALL WATER SUPPLIES.
6. COPPER WATER LINES RUN UNDER SLAB SHALL BE PROTECTED BY MINIMUM OF 12' OF
EARTH COVER, V ARMAFLEX (HOT WATER ONLY) AND SLEEVED TO 12' ABOVE SLAB.
T. PROVIDE CONDENSE DRIP PAN UNDERNEATH ELECTRIC WATER HEATERS. METAL PANS
54ALL BE GALVANIZED AND RUSTPROOF, PROVIDE DRAIN LINE FROM DRIP PAN TO
EXTERIOR OF BUILDING.
B. SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (Z15')
GALLONS PER MINUTE EACH,
9. HOSE BIBS TO BE PROVIDED WITH BACK FLOW PREVENTER,
10. ELECTRIC WATER HEATER SHALL HAVE A STAND BY LOSS NOT TO EXCEED 4.0 WATTS PER
SQUARE FOOT TO TANK SERVICE AREA .
11. PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. WALL BE SELECTED. (SEE
BUILDER TO VERIFY)
12. ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL
SUBCONTRACTOR AND WALL BE PERMITTED SEPARATELY. SEE POOL 5UEICONTRACTOR'S
ENGINEERED SHOP DRAWING. PLUMBING CONTRACTOR 514ALL PROVIDE (2) TWO COPIES OF
THE 'AS -BUILT' PLUMBING RISER DIAGRAM TO THE ARCHITECT OF RECORD.
13. THE PLUMBING SUBCONTRACTOR WALL PROVIDE A HOSE BIB AT THE POOL EQUIPMENT LOCATION
(VERIFY LOCATION WITH OWNER) AND SHALL LOCATE A FOOL -FILL LINE WITH A
VACUUM BREAKER. PLUMBING SUBCONTRACTOR WALL COORDINATE WITH POOL
SUBCONTRACTOR AND SHALL ALSO PROVIDE A LINE, TIED DIRECTLY FROM THE 'FILL'
LOCATION, UNDER POOL DECK (SLEEVED IN PVC PIPE) INTO TILE BAND AREA OF POOL AND
COORDINATE SAME WITH SUBCONTRACTOR.
14, ALL CLEAN CUTS UP TO GRADE.
I5. NO VENT STACKS 5HALL PASS THROUGH ROOF CRICKETS OR VALLEYS,
III SIZE AND LOCATION OF GLEAN CUTS 54ALL CONFORM TO ALL LOCAL BUILDING CODE.
17 FIXTURE SUPPLY SIZES 5WALL CONFORM TO ALL LOCAL BUILDING CODE,
IB. PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION.
STRUCTURAL
TUNAY CONSULTING
ENGINEERS INC.
3500 NN 2ND AVE #708,
BOCA ARATON FL 33431
TELEPHONE: 561-391-6227
6ENMAL NOTES.
I. CONSTRUCTION SHALL FOLLOW 'F.BC. 2020 TTH EDITION' AS ADOPTED BY THE CCUNTT AND AS
APPLICABLE TO THE AREA IN WHICH THE BUILDING 15 TO BE CONSTRUCTED WITH ALL APPLICABLE
AMENOMENT5.
2. BUILDER SHOULD COORDINATE ALL THE WORK OF ALL THE TRADES.
5, BUILDER, SUBCONTRACTOR, SUPPLIER, ETC, SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE,
PLANS, SPECIFICATIONS, ETC. PRIOR TO STARTING ANY WORK AND WITHIN SEVEN (T) CALENDAR OATS
OF BUILDER'S RECEIPT OF THESE PLANS SHALL NOTIFY ARCHITECT OF RECORD (IN WRITING ONLY) OF
ANY AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OF COMMISSION OR OMISSION OR
NOT). OTHERWISE ARCHITECT OF RECORD WILL NOT ASSUME ANY RESPONSIBILITY FOR ANY ERRORS,
AND TINE BUILDER, SUBCONTRACTOR, SUPPLIER, ETC, SHALL ASSUME FULL RESPONSIBILITY FOR ANY
ERRORS AND CORRECT ERRORS AT THEIR OWN EXPENSE.
H T M E AN ABILITY THESE PLANS AS DRAWN AND NOTED COMPLY WITH TWE
4. TOT E BEN OF Y ENERGY
RE 0
BUILDING ENVELOPE ENERGY REQUIRE EATS OF THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL
FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRELY AND BUILD IN ACCORDANCE WITH
ALL PROVISIONS OF THIS CODE WHICH MAY BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES.
5. SITE WORK: FILL UNDER ALL SLABS SHALL BE CLEAN SAND AND SHALL BE COMPACTED TO A MINIMUM
OF 95Z AND A MAXIMUM DENSITY AS PER ASTM 0-1557, CONTRACTOR SHALL VERIFY UNDER
COMPACTION, ALLOWABLE SOIL BEARING PRESSURE 2500 P.S.F. MIN,
6. D. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR -LARCH NO.2 OR BETTER. ALL LUMBER IN
CONTACT WITH MASONRY SHALL BE PRESSURE TREATED, SHOP DRAWINGS AND DESIGN CALCULATIONS
FOR ROOF TRUSSES BEARING THE SIGNATURE AND SEAL OF A FLORIDA REGISTERED ENGINEER SHALL
BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.
1. DOORS AND WINDOWS WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM WITH THE
BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS, ALL SLIDING GLASS
DOORS SHALL BE TEMPERED. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED.
WINDOW UNITS SHALL DISPLAY LABELS COMPLIANCE WITH FLORIDA STATE MODEL CODE SECTION 502.4,
WINDOW AND DOOR MANUFACTURERS SHALL ALSO COORDINATE WITH BUILDER FIELD VERIFY ALL
OPENING SIZES PRIOR TO FABRICATION,
S. THE ARCHITECT OF RECORD RESERVES, MAINTAINS AND RETAINS IT'S COMMON LAW COPYRIGHT
RIGHTS AND ANY OTHER RIGHTS (EXPRESSED ANDAMPLIED) IN THESE PLANS, DESIGNS,
IDEAS, SPECIFICATIONS, ETC. THESE PLANS, IDEAS, DESIGNS, ETC. ARE NOT TO BE
REPRODUCED, COPIED, DUPLICATED, ETC, IN WHOLE OR IN PART WITHOUT THE EXPRESS
WRITTEN PERM15SION FROM THE ARCHITECT OF RECORD NOR ARE THEY TO BE LOANED OR
ASSIGNED TO ANY PERSONS, FIRMS, A550CIA7ION5, CORPORATIONS, ETC. WITHOUT FIRST
OBTAINING A WRITTEN PERMISSION FROM THE ARCHITECT OF RECORD, IN EACH AND EVERY
INSTANCE.
9. ANY CHANGES, REVISIONS, ALTERATIONS, ETC. REQUIRED TO THESE PLANS, DRAWINGS,
SPECIFICATIONS, ETC, SHALL BE REQUESTED IN WRITING ONLY BY THE BUILDER OR BY THE
OWNER TO THE ARCHITECT OF RECORD ANY CHANGES, REVISIONS, ALTERATIONS, DEVIATIONS,
ETC. NOT MADE BY THE ARCHITECT OF RECORD (IN WRITING ONLY) WILL FULLY,
UNCONDITIONALLY AND TOTALLY RELEASE THE ARCHITECT OF RECORD FROM ANY AND ALL
RESPONSIBILITT, CLAIMS AGAINST THE ARCHITECT OF RECORD FOR CULPABILITY, ETC. FROM
THE DATE SHOWN ON THE PLANS ORIGIN UNTIL THE END OF TIME,
10. BUILDER SHALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND/OR PLAN
5PEGtF (CATIONS.
I1. ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED WITH
MANUFACTURERS RECOMMEND AND SPECIFICATIONS,
12. APPROVED I'MANUF. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS AND
SPECIFICATIONS FOUND IN THESE PLANS, DEVIATIONS FROM THESE PLANS, SPECIFICATIONS
AND NOTES MUST CONFORM TO LOCAL BUILDING CODE REQUIREMENTS. AND MUST BE
APPROVED BY ARCHITECT PRIOR TO INSTALLATION
13. NO ONE SHALL ASSUME ANY DIMENSION BY DIRECTLY SCALING CONSTRUCTION DOCUMENTS OR
ANY REPRODUCTIONS AND SAME. IF ANY ADDITIONAL DIMENSIONS ARE REQUIRED BY
CONTRACTOR AND/OR RESIDENT, CONTACT THE ARCHITECT OF RECORD FOR VERIFICATION,
OTHERWISE, THE ARCHITECT OF RECORD WILL NOT ASSUME ANY RESPONSIBILITY FOR ANY
ERROR NOR WILL THEY CORRECT ANY ERROR AT THEIR EXPENSE.
14. ALL WINDOWS USED AS EMERGENCY EGRESS OPENING TO COMPLY WITH FB. C. 2020 TTH
EDITION.
15. ALL SHOWER ENCLOSURES AND DOORS TO HAVE TEMPERED GLA55,
"ALL SLIDING GLASS DOORS TO HAVE TEMPERED GLA55.
IT. GLAZING CONTRACTOR SHALL INSTALL ALL GLASS IN ACCORDANCE WITH F. B.0 2020 TTH
EDITION.
IS ALL EXTERIOR FIXED GLASS (EXCEPT AT WINDOWS) AND ALL INTERIOR FIXED GLASS $HALL
HAVE TEMPERED GLASS.
19. ALL SWOWERS MUST BE EQUIPPED WITH ANTI -SCALE FAUCETS
GENERAL FLOOR PLAN NOTES:
I. SEE FOUND. PLAN FOR SLAB STEPS t SLOPES t FOR COLUMNS,FILLED BLOCK CELLS,
ETC.
2. VERIFY ALL MA50NRT / WD. FRAME OPENING SIZES TO FIT DOORS t WINDOWS BEFORE
CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS.
3. USE WATER-RESISTANT GYP, BOARD IN ALL BATHROOMS t OTHER WET AREAS,
4, PROVIDE WOOD BACKING BEHIND CABINETS, SHELVES, BATH ACCESSORIES, ETC,
5. ALL ATTIC SPACES AND SPACES ABOVE CEILING SHALL BE DIVIDED INTO HORIZONTAL
AREAS NOT TO EXCEED 3,000 S.F. BY DRAFT STOPS. PROVIDE A 22'x36" (MIN) ATTIC
ACCESS INTO EACH SPACE DIVIDED BY A DRAFT STOP. (SEE DTL SWEET)
LANDSCAPE
DAN CARTER LANDSCAPE
ARCHITECT
74 NE 5TH AVENUE
DELRAY BEACH, FL 33483
TELEPHONE: 561-272-g621
CIVIL ENGINEER
ENVIRODESIGN
ASSOCIATES INC.
2% NE 2ND AVENUE
DELRAY BEACH, FL 33444
TELEPHONE: 561-274-6500
INDEX OP DRAWINGS
SITE PLAN
GROUND FLOOR PLAN
SECOND FLOOR PLAN
ROOF PLAN
BUILDING ELEVATIONS
DRAINAGE PLAN
5-b SEPTIC NOTES AND DETAILS
b-b SITE POLLUTION MITIGATION PLAN
EXISTING
OPUS HOMES
d
Q
ul
0
zztc
P L
Hi J L
d
uJ 4 IY
VI � V•
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U-
0 6
LL
f 0
K
0
F
REVISIONS:
SUBMITTALS
ARPB 09.30.22
SUBMISSION
PROJECT - 21-1010
DESIGNER: RB
DRAWN. BY: RB/KR
PLAN
LAND SURVEYOR REVIEW IRIS
LANDTEC SURVEYING COVER
481 E. HILLSBORO BLVD. S14EET
STE 100-A
DEERFIELD BEACH, FL 33441
TELEPHONE: 561-367-3587 CVR
RETAINING WALL.
REFER TO CIVIL 1 `
DRAWINGS
48" HIGH ABOVE
GRADE ALUMINUM
FENCE TO COMPLY
WITH POOL ENCLOSURE
REQUIREMENTS
POOL PUMP 4 GAS
POOL HEATER.
CONTRACTOR TO
COORDINATE SIZE
LO AND CATION PRIOR
TO INSTALLATION
GAS TANK -LESS
WATER HEATER I
36"x40' ALUMINUM GATE
WITH 46" HIGH ABOVE
GRADE FENCE TO
COMPLY WITH POOL
ENCLOSURE
REQUIREMENTS
V-0' HIGH ABOVE
GRADE MASONRY
WALL WITH SMOOTH
STUCCO FINISH.
REFER TO
STRUCTURAL
DRAWINGS
Sill PLAN NOTES
I. LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE CROWN OF ROAD.
2. LOT DRAINAGE SHALL BE AS ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS WAVING
JURISDICTION.
3, LANDSCAPING, IRRIGATION, BERMING, ETC., SHALL BE AS ALL LOCAL CODES, REGULATIONS,
RESTRICTIONS HAVING JURISDICTION, AND FURTHER, AS SELECTED AND DIRECTED BT BUILDER.
DRIVEWATS, WALKWAYS, SLAB ON GRADE, POOL DECKS, SWIMMING POOL ARE BY OTHERS AND
PERMITTED SEPARATELY.
4, SWIMMING POOL, DECK, SPA, ETC., BY OTHERS, SEE POOL SUBCONTRACTORS ENGINEERED SHOP
DRAWINGS. PERMITTED SEPARATELY. SEE OWNER.
5. LAND SURVEYOR SHALL VERIFY LOCATION OF HOUSE ON SITE AND ANY OCCURRING SETBACK
ENCROACHMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANY
WORK BEING DONE,
6. SITE PLAN AS DRAWN REFLECTS ARCHITECTS CONCEPTION OF OVERALL 517E LAYOUT AND
FEATURES, AND PLAT NOT NECESSARILY BE AN ACCURATE REPRESENTATION OF THE BUILDERS
STANDARD INCLUDED FEATURES OR LAYOUT AND DESIGN.
gg Pil PROVIDED
OSIDE SETBACK
N884708'W NEW COCK
72.00'(L) (BY OTHERS U.S.P.)
PROPERTY LINE
------- _____._______
SEAWALL BELOW.
PROVIDE DECK ABOVE Z L
Zi FIRE PIT -�� _- -� --
PLANTER rH El _
I Iz'-D• 12'-0° POOL DECK g�
I g a PAVERS ON CONC. I W R
o (BY OTHERS)
REFER TO
LAN I 4 $ DRAWINGSE I 9 m O
W�
I mW
Z$' X .2'4" POOLSUNS
WE POOL SETBACK I -- -- Q �'
(BY OTHERS U,S, P.) a I ttK
26_0• 6'-O-
SPA
I � I
_32 �_R�Q'II�D
REAR SETBACK ' — �-- - - -•- — — — _ _
RETAINING ALL.
Nl GASEGRIL CIVIL
DRAWINGS
iLlr.
FRONT SETBACK
CONCRETE
m STEPPING
1 I
f SEPTIC SYSTEM STGNES.
W
AREA. REFER TO REFER TO
CIVIL DRAWINGS DRA IOU NGLANDSCASE
I I
D
I
D
I I
1 I
a
I -
N8C9'S'9'S3'W(
P E L I C A NIL A N E
16' ASPHALT ROADWAY
20' RIGHT OF WAY
(PER PLAT)
CONCRETE STEPPING
STONES. REFER TO
1
1
LANDSCAPE
DRAWINGS
OUTDOOR
SHOWER
1
GAS TANK -LESS
I
�
WATER HEATER u2
1
q_�y1
p r
8K
48" HIGH ABOVE
GRADE ALUMINUFENCTo
❑��
I
COMPLY WITH
a
RE ✓Y
❑ 15'-7�"
REOUPOOL IREHENTSENCL
ROV I"ED
REAR SETBACK 1
TRASH BINS
P'2
GATE WITH ALUMINUM
GATES TH 48' HIGH
ABOVE GRADE FENCE TO
Pal
1
COMPLY WITH POOL
I
ENCLOSURE REQUIREMENTS
1
ELECTRICAL SERVICE.
- — — — —
— — —
CONTRACTOR TO
COORDINATE SIZE AND
_
s
o
1
1
LOCATION WITH FPL
PRIOR TO
I
INSTALLATION
V -6a•
SITE NOTES:
• ALL LANDSCAPE TO BE COORDINATE
BETWEEN OWNER AND G.0
• COORDINATE LANDSCAPE FOR
EQUIPMENT BUFFER.
• FENCE/GATE AT PROPERTY LINE TO
COMPLY WITH POOL BARRIER CODE
REQUIREMENTS,
• G.G. TO COORDINATE ALL EQUIPMENT
PADS TO BE I' ABOVE FEMA BASE
FLOOD ELEVATION � 1 FOOT.
• SEPTIC SYSTEM DESIGN BY OTHERS.
G.C. TO COORDINATE LOCATION WITH
'RI VEWAT AND LANDSCAPE. REFER
TO CIVIL DRAWINGS.
Proposed Site Plan
Scale: 1/8%_�I�I
TOWN OF GULF STREAM SITE DATA TABLE
LOT AREA
10914 S.F.
FAR A : ATION<
EXISTING
DEMO
NEW
NET
I,t FLOOR LIVING
S.F.
S.F.
S.F.
1989 S.F.
CEILING OVER I5'
S.F.
S.F.
S.F.
31 S.F.
2M FLOOR LIVING
S,F,
S.F.
S,F.
934 S.F.
TOTAL LIVING
S.F.
S.F.
S.F.
2954 S,F.
Ist FLOOR COVERED
S.F.
S.F.
S.F.
291 S.F.
2M FLOOR COVERED
S.F.
S.F.
S.F.
0 S.F.
TOTAL COVERED
S.F.
S.F.
S.F.
291 S.F.
GARAGE
S.F.
S.F.
S.F.
453 S.F.
GRO95 FLOOR AREA
S.F.
S.F.
S.F.
3698 S,P
OUT BUILDING
S.F.
S.F.
S.F.
0 S.F.
COVERED AREA SPECIAL
SECTION.
EXCEPTION REDUCTION
70-72(b)
-97 S.F.
TOTAL F A.R. PROPOSED
36OI S.F.
FIRST 20,000 x .33
3602 S.F.
OVER 20,000 x .20
O S.F.
TOTAL ALLOWABLE F.A.R.
B602 S.F.
PER MANUAL
TOTAL HARDSCAPE AREA
-
6184 S.F,
$7 %
INCLUDING BUILDING
REQUIRED LANDSCAPE
AREA (402)
43" S.F.
ACTUAL % OPEN SPACE
43 %
/LANDSCAPE AREA
4730 S.F.
MAX, 2M FLOOR AREA ALLOWED
- ---
SO S
2733 x 0.50 - 1367
1367 S.F.
MAX. 2M FLOOR AREA PROVIDED
- -
34 %
934 S.F.
ARCHITECTURAL STYLE ANGLO CARIBBEAN
ZONING DISTRICT RS N/S RESIDENTIAL SINGLE FAMILY
- NORTH/SOUTH DISTRICT
BUILDING HEIGHT EL..26'-9 1/4"
2NO FLOOR MAX- BEAM HEIGHT EL.+21'-0-
4ROUND FLOOR FINISH FLOOR ELEVATION 0.00' N.A.V.D.
SECOND FLOOR FINISH FLOOR ELEVATION 2000' N.A.V.O.
LESAL DESCRIPTION:
PARCEL is
A PARCEL OF LAND IN SECTION 9, TOWNSHIP 46 SOUTH, RANGE 43 EAST,
MORE PARTICULARLY DESCRIBED A5 FOLLOWS:
BEGINNING AT A POINT IN THE NORTH LINE OF LOT 25 OF THE SUBDIVISION
OF SAID SECTION 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT
BOOK 6, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AT
A DISTANCE OF 133 WESTERLY, MEASURED ALONG THE NORTH LINE OF SAID
LOT 25, FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY,
ALONG THE NORTH LINE OF SAID LOT 25, BEING ALSO THE SOUTH LINE OF A
20 FOOT ROAD AS SHOWN ON SAID PLAT, A DISTANCE OF 94.50 FEET;
THENCE SOUTHERLY, PARALLEL TO THE EAST LINE OF SAID LOT 25, A
DISTANCE OF 107 FEET, MORE OR LESS, TO THE WATERS EDGE ALONG THE
NORTH LINE OF A YACHT BASIN; THENCE EASTERLY, ALONG THE WATERS OF
SAID YACHT BASIN, A DISTANCE OF 94.52 FEE, MORE OR LESS, TO A POINT
IN A LINE RUNNING SOUTHERLY FROM THE POINT OF BEGINNING PARALLEL TO
THE EAST LINE OF SAID LOT 25; THENCE NORTHERLY ALONG SAID PARALLEL
LINE, A DISTANCE OF 109 FEET, MORE OR LESS, TO THE POINT OF
BEGINNING.
PARCEL 2
AREA LYING BETWEEN THE PROPERTY LINE AND THE EXISTING SEAWALL
A PARCEL OF LAND LYING IN SECTION 9STOWNSHIP 46 ` ITH, RANGE 43
EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCING AT THE NORTHEAST CORNER OF LOT 25 OF THE SUBDIVISION
OF SAID SECTION 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT
BOOK 0, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AT
A DISTANCE OF 133 FEET WESTERLY, MEASURED ALONG THE NORTH LINE OF
SAID LOT 25, FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY,
ALONG THE NORTH LINE OF SAID LOT 25, BEING ALSO THE SOUTH LINE OF A
20.00 FOOT ROAD AS SHOWN ON SAID PLAT, A DISTANCE OF 94.50 TO A
POINT, THENCE SOUTH O'10'I6' EAST, A DISTANCE OF 107.00 FEET TO A
POINT; SAID POINT BEING TO THE POINT OF BEGINNING, THENCE WITH A
BEARING OF S. 88'47'O6' E., A DISTANCE OF 94, 52 FEET TO A POINT; THENCE
5. 00'10'IB• E, A DISTANCE OF IS FEET MORE OR LESS TO THE SOUTHERLY
EDGE OF THE EXISTING CONCRETE SEAWALL; THENCE WITH A BEARING OF 5.
74'IB'19' W. ALONG THE SOUTHERLY EDGE OF THE SEAWALL A DISTANCE OF
23.37 FEET; THENCE WITH A BEARING OF N. 158-47'O6• W., ALONG THE
SOUTHERLY EDGE OF THE SEAWALL, A DISTANCE OF 7200.FEET TO A POINT:
THENCE N. 00-10-15° W., A DISTANCE 8.3 FEET MORE OR LE55 TO THE POINT
OF BEGINNING,
PROPERTY ADDRESS:
996 PELICAN LANE
GULF STREAM, FL 33483
FLOOD ZONE: AE
FLOOD MAP: 12099C
PANEL 0%1
SUFFIX. F
PANEL DATE: 10/05/2017
BASE FLOOD ELEVATION OR DEPTH: 6 NAVD I988
COMMUNITY NUMBER: 125109
BEG. TO-=. - SPECIAL EXCMPTION FLOOR AREA RATIO (PAR).
(b)ROOF PROJECTIONS. UP TO SOO SQUARE FEET OF ROOF PROJECTIONS
(COVERED, UNENCLOSED FLOOR AREAS) MAY EXCEED THE MAXIMUM
PERMISSIBLE FAR SUBJECT TO THE FOLLOWING:
(1)MAX IMUM FLOOR AREA. THE MAXIMUM FLOOR AREA IN EXCESS OF FAR
15 300 SQUARE FEET. ONE OR MORE ROOF PROJECTIONS MAY BE
APPROVED UNDER THIS SPECIAL EXCEPTION PROVIDED THE TOTAL
FLOOR AREA OF ALL PROJECTIONS DOES NOT EXCEED THE MAXIMUM
PERMITTED FAR, BY MORE THAN 300 SQUARE FEET.
(2)SPECIFIC STANDARDS FOR REVIEW.
o. THE ROOF PROJECTION(S) SHALL BE COMPATIBLE AND
COMPLEMENTARY TO THE ARCHITECTURE OF THE STRUCTURE AND
SHALL ADD APPROPRIATE ARCHITECTURAL DETAIL AND RELIEF TO A
FACADE.
b. THE ROOF PROJECTION(S) SHALL NOT MAKE THE STRUCTURE LOOK
MORE MASSIVE.
c. THE TOTAL FLOOR AREA OF THE ROOF PROJECTIONS SHALL NOT
EXCEED THE MAXIMUM PERMISSIBLE FAR BY MORE THAN SOO SQUARE
FEET.
d. FOR EACH ONE SQUARE FOOT OF ROOF PROJECTION OVER THE MAXIMUM
PERMISSIBLE FAR, TWO SQUARE FEET OF ROOF PROJECTION MUST BE
PROVIDED THAT ARE WITHIN THE MAXIMUM PERMISSIBLE FAR, AND ALL
SHALL REMAIN FOREVER UNENCLOSED.
e. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR
CERTIFICATE OF COMPLETION, THE OWNER OF THE PROPERTY SHALL
PREPARE AND RECORD A DEED RESTRICTION WHICH, AT A MINIMUM,
SHALL PROVIDE THAT ALL ROOF PROJECTION AREAS REQUIRED TO
REMAIN UNENGLOSED AS PER APPROVAL OF THIS SPECIAL EXCEPTION
SHALL REMAIN SO FOR AS LONG AS THE STRUCTURE IS IN EXISTENCE
OR EXCEEDS THE MAXIMUM PERMISSIBLE FAR.
--------------------
F POOL °�SH�E
POOL LP
ISED sP
SPA SPILL
OVER Phi.
I
I
i
I
---- --
POOL
=.K
I
I
itI — — — — — — F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IT
__ __-- _-_-- _ -- __-_ -- -
'I 1 / ENCLOSURE G RE*ON O-
i I LINE INDICATED COORDINATE
EDGE OF I I- II BALCONY ABOVE 1 aN LO661A
IO°CLG.- T VV'
ZNo
g
I
I I II
BEDROOM______________________ �_________________ ` J ___________ E—E IINE `SHOP _________ I
I nl
CABIN [A
I �— —� DRAWINGS FOR FINAL
I I I I
---------
KITCHEN o I®
10° CLG. R
DININ6 +36'
'36, Q
L IOB CLG_-__-__-__J
IO°CLG. �DFF
J lo° aG, 6REAT
I I IDS° CLG.
R45 R<5 ___
N _____________ _____� wLLK
a I �
U'VVw i� SINK pOt
d - �' GL K W/DISP
O F i DW 42'REF
z g ®®--------- H1 LG ------t-]' 1 --- - ---------
~U�
G �'i HER 10°CLGi WIN /� .
� Z GL03ET
u w i5 I 10° CLG. '.. Rt5 _--- / 9° CLG. LAUNDRY
F u G F LINE INDICATES IG^y GABA`NA
=p N I EDGE OF SECOND
W t' TEMP FLOOR ABOVE
I
GLA55 N U
DOOR ' K
I-____ __LINEN UP SINK WASH DRY
GAS TANK -LESS s LAV - - ----
WATER HEATER.
CONTRACTOR TO v in
COORDINATE SIZE I 3 POYER
t LOCATION I Om M� , � 9 CLG � 21°CL`_____ I __J`GINyFJ'1TC�RDINATE
__ THRI� ROOF
AHw2
SAFETY
RF 10°CLG. TEMP 4 ____ __ ________J ATT3C„
o W
GLASS w PROVIDE R-11 ,'
yl ,
JI INSULATION AT L �— _ i ACCESS
LAV LAV SHOWER STORAGE GARAGE
ENTRY WALLS TTP.
1 ELEC
" i PANEL B
1' "GAR ELEC
L 1 1 _ " 6ARA6E PANEL B w
s IOt CLG. �'
1 i = PROVIDE 5/8 TYPE 'X'
36'K46° CONCRETE 2-CAR GARAGE FLOOD I DRYWALL I R-II
VENT CALCULATIONS
ROOM INSULATION AT
STOOP. REFER TO
IO° CIG. I 423 S.F. / 200 S.F. ER GARAGE CEILING
L_.� VENT � 3 VENTS.
DRAWINGS COORD, VENTS
W/STRUCTURAL
I
II
I 1
I
I
L
I
OUTDOOR
SHOWER
GAS TANK -LESS 1
WATER NEATER.
CONTRACTOR TO
COORDINATE SIZE
t LOCATION
I
II
36 COP, OP, CONCRETE
STREFER TOO
STRUCTURAL
DRAWIN45
I
I
I
I
I' I I
�N
PROVIDE
C Pn2 FLOOD VENT.
REFER TO
DETAIL
I
�� II
t-1—J
COMP.,
1
PROVIDE
FLOOD VENT.
REFER TO
f1-1 1 DETAIL
13'-0' i I i COLUMNS V \__j 1
I I PROVIDE I
I--�—)— FLOOD VENT.
I IL_-JI TO
DETAIL
L- - - - - - - - - - - - - --.- _ _ - _ - _-
J �� L
I
�ooaooa
I
I
I
I
I
y
r 2" GARAGE
2_ GARAGE _ _ - J ELECTRICAL
DOOR RAIN DOOR RAIN SERVICE. 1
RECESS RECE55 I CONTRACTOR TO
COORDINATE I
WITH FPL SIZE t
LOCATION PRIOR
TO INSTALLATION
I
Proposed Ground `P1z
i 6C81 : 11q. v-U..
I
I I
I '
I
I ,
OPUS HOMES
d
Q
W
W
u
Li
Q
d
to tu
� U ~
J
wtL
a
O � V
C L 0
Z
K
0
REVISIONS
5UBMITTALS:
ARPB 09.50,22
SUBMISSION-.
PROJECT #: 21-I010
DESIGNER: RB
DRAWN BY. RB/KR
PLAN IRS
REVIEW:
GROUND
FLOOR
PLAN
m
s
P-2
Proposed Second Floor Plan
Scale: 1�=1 D'
OPUS HOMES
z
FEV i SIONB
SUBMITTALS:
ARPB 09.30,22 0
SUBMISSION:
PROJECT u: 21-1010
DESIGNER: RB
DRAWN BY: RB/KR
PLAN RB
REVIEW:
SECOND
FLOOR
PLAN
P-3
Roof Plan
Scale: 14= -0
OPUS HOMES
C.i
z
REVISIONS.
SUBMITTALS.
ARPB 09.30,22
SUBMISSION
PROJECT 21-1010
DESIGNER. RB
DRAWN BY: RS/KR
PLAN RB
REVIEW:
ROOF PLAN
P-4
I LIGHT FIXTURE
HAftBpR
HINKLEY
ELEVATION NOTES
U
FLAT CEMENT ROOF TILE. INSTALLED PER MANUFACTURER SPECIFICATIONS
I L
DECORATIVE ALUMINUM SHUTTERS
B
SMOOTH STUCCO FINISH.
M
2" OVER 4" SMOOTH STUCCO BAND
2" SMOOTH STUCCO BANG
N
6'-O' NIGH ABOVE GRACE MASONRY GARDEN WALL WITH SMOOTH STUCCO FINISH
STUCCO FINISH TO SIMULATE 6" SIDING PAINTED
LPIMPACT
RESISTANT WINDOW AND DOOR (WHITE FINISH) REFER TO SCHEDULE
4' STUCCO BAND WITH i' EXTRUSIONN
D
1 INSULATED METAL GARAGE DOOR WITH APPLIED PAINTED CYPRE55 VENEER
go
3' SMOOTH STUCCO BAND AROUND WINDOWS
R
4" SMOOTH STUCCO WINDOW SILL
HIGH DENSITY WITH HARD COAT PAINTED OUTRIGGERS
S
5MOOTH STUCCO FRIEZE BOARD AT SOFFIT - TYPICAL
39' HIGH ALUMINUM RAILING WHITE COATED FINISH
T
HIGH DENSITY WITH HARD COAT DECO BRACKET
35" HIGH ALUMINUM RAILING WHITE COATED FINISH
U
48' HIGH ABOVE FINISH GRADE ALUMINUM FENCE WHITE COATED FINISH
K
DECORATIVE LIGHT FIXTURES, REFER TO OWNER FOR SELECTION
I IVIDECORATIVE
BRACKETS
Proposed North Elevation
Scale: 1/4"=1'-0"
Proposed South Elevation
scale: 17777
T O BEAM
T.O.TRUS4
EL.+12'-0-o
T.O.BEAM .
EL.+10'-0'
I LIGHT FIXTURE
Proposed East Elevation
Scale: 11 --1 0
ii
n
- n
U1,11,10-i-
M
L
II III, IIIII
-- - -- L� 12 —I �Li
sp 1 1 1 I_ i L-'
— - r
Ijl f
HARBOR e.w
HINKLEY-
ELEVATION NOTES
A
I FLAT CEMENT ROOF TILE. INSTALLED PER MANUFACTURER SPECIFICATIONS
L
I DECORATIVE ALUMINUM SHUTTERS
B
SMOOTH STUCCO FINISH.
M
1 2" OVER 4" 5MOOTH STUCCO BAND
�C
2' SMOOTH STUCCO BAND
N
I W-0" HIGH ABOVE GRADE MASONRY GARDEN WALL WITH SMOOTH STUCCO FINISH
�D
STUGCO FINISH TO SIMULATE 0 SIDING PAINTED
P
IMPACT RESISTANT WINDOW AND DOOR (WHITE FINISH) REFER TO SCHEDULE
❑E
4' STUCCO BAND WITH I' EXTRUSION
O
INSULATED METAL GARAGE DOOR WITH APPLIED PAINTED CYPRESS VENEER
F
3' SMOOTH STUCCO BAND AROUND WINDOWS
R
4' SMOOTH STUCCO WINDOW SILL
GI
HIGH DENSITY WITH HARD COAT PAINTED OUTRIGGERS
s
SMOOTH STUCCO FRIEZE BOARD AT SOFFIT — TYPICAL
❑H
3W HIGH ALUMINUM RAILING WHITE COATED FINISH
T
HIGH DENSITY WITH HARD COAT DECO BRACKET
33" HIGH ALUMINUM RAILING WHITE COATED FINISH
U
45" HIGH ABOVE FINISH GRADE ALUMINUM FENCE WHITE COATED FINISH
E�J
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DECORATIVE LIGHT FIXTURES. REFER TO OWNER FOR SELECTION
V
DECORATIVE BRACKETS
!._LL
T.O.BEAM
EL.+21'-0'
T.O SLAB
EL.+O'-0'
T.O.BEAM
EL.+21'-0'
T O TRUSS
EL.+12 —0-0
TOBEAM .
______— TOSLAB ..
EL. 0'-0'
P K E B B
Proposed West Elevation
OPUS HOMES
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REVISIONS:
SUBMITTALS:
ARPB 09.30.22
SUBMISSION:
PROJECT #: 21-1010
DESIGNER: R5
DRAWN BY: RB/KR
PLAN RB
REVIEW:
EAST t
NEST
ELEVATIONS
5
Gar/age Front Finish Details
1_
OUTRIGGER
EZE BOARD
UNDER
O
OVER 4"
TUCCO BAND
U
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FIXTURE
ALUNINUH
SHUTTERS
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I
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4 Baonus Room Front Finish Details
I -MIL CIILIy f CCXLUICt,
Scale: 1/2 _1'-0
2 1 Second Floor Wall Finishes
1 I Enlarged Wall Section
go
OPUS HOMES
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REVISIONS:
SUBMITTALS.
ARPB 09.50.22
5UBMI55ION:
PROJECT tt: 21-1010
RB
DE51GNER-
DRAWN BY: RB/KR
PLAN RB
REVIEW:
ENLARGED
DETAILS
P-7
Proposed South Elevation
Scale: 1/4"=V-0"
54 N
E
123
112 55
0E-1'I ' o
T.O,TRU550'
T.O.BEAY
EL.+i—
T.O.SLAB ,.
EL,+O'-0'-0'
REAR ELEVATION GLASS CALCULATIONS
REAR ELEVATION AREA (NOT COUNTING ROOF AREA) IIBT 5.F.
REAR GLA55 AREA 376 S.F.
PERCENTAGE OF GLA55 TO REAR ELEVATION 32%
Proposed North Elevation
Scale: 1 4 -=1'-O"
OPUS HOMES
des
n�rn,-dpo,�u-,noms oEc
hss
V
REV 151ONS
SUBMITTALS:
ARPB 09.30.22
SUBMISSION:
PROJECT 21-1010
DESIGNER: RB
DRAWN BY: RB/KR
o
PLAN RB
REVIEW:
S
SOUTH
ELEVATION
GLASS
'ROPORTIO
m
°s
P-8
I "MITI,
M 111101
m��
= mm
MATERIAL SCHEDULE
Rvtl tp.1.21 (RVad a.a.22 Pw Owmr Rnn Pool—) (Rued 9.2.22 Pat T—CmmMa
G%VmP1) (Read 92&N Par Rvw Sib Plan. VMIn Rmn)
Qy Key
Botankal l Common Name
alw
4 Cat
Callophyflum angranum/Beadty Mal tree
14x8%.,8%.ct.
2 CM
Cowwrpus ereduN Grcen WHoxw nod bee
14x81L.89.c1.
2 cm,Cocos
kra
nud/Coconut palm
46R.dear wood, l 8-20fl.w.
3 Cmp
Caryota mIW FIM&MI palm
16xe%.,hvy.mill.
1 Amp-d
Adwdiz medth f Chnsbnas PRIM, dole.
f4%.tlble.
1 CM
w Callhimft hmatocephellelPawder pu%hae
7-8R.x3fl.Std.
2 VmP1
Vdthdl montgomenewl VMtohg palm, bple
11311-w.liple
1 Prp.h
Ph.enbc robliwb,14y1,rid data palm
t418%.w., 5 main stems,
vertkal 9ro h habit, npedmen
1 P1P10
PhaenM robegeniV Pygmy data palm
10-12N.w. Tdple stem,specimen
2 P."
Pyehou'amia aPJKing Alexander pahne
18%.w." lip..ndchg.
3 Bg-et
Boupelnvilba, Md. red
412R,
114 Cg'
Clusb gut8fera/8m. Leaf Clu na
39
70 Ph,
Pito.porvm t valtiltodNmgaled pin
39
87 Mf-7 •
Myrdanthea %grans /Simpson stopper
39.
18 P-ro
Phllkfenron red —go
3g.
150 Oj
ophbpogon )aponl-w Mond. g—
19
56 Mg •
Mdhlly grass, pink
39
90 GB•
Green Wand fi—
39.
ze Ja
Jasmine, asiMlo -me
3g,
14. P-bm
Philld.nron, B.H. Manz
45 Pm-7
Podowrpun maklV Yew
7B.
3 Bi
B—Ad, Imponeem.is
79,
35 An-m
Asparagus rt.ymVF.MaiI fem
39,
3 Ct-rs
Cordyll-a .VH—itan a, red Water
7g,
e Lag
Llnop evergreen giant/ Giant Mope
3g.
1Gj
Gerdanle lesminoldee/Miami Supreme Gardanie
3x9%.Md.
".MS wgq sea ep-a S deteYe
Mulch, see epee 8 details
Sod. wild 11—pa.
SITE DATA. RESIDENTIAL
(Rued 6.20.22)
A. Total let area
10,207 $q.Ft
8. Shuchrrea, perklke, Platting, Wedrives, etc...
6,848 Sq.Ft
C. T.Wl Plimow area (C=A-a)
, .
4,848 Sq.Ft
D. Area of tD_C Sgrouncli—(REQUIRED)
982.80 Sq Ft.
D C x 20)
E. Area of tress, shrubs, & grourdcovars Provided
1.278.76 Sq.Ft.
F. NatNe vegetation REQUIRED (F= D x .25)
240.7 Sq Ft
0. Native vegetation PROVIDED
688.E Sq.Ft.
H. Total number of...tirlg bees
4 Trees
I. Tool number of REQUIRED bees
4 Trees
(I = A - 2500" ")
J. Total dumber of bees PROVIDED
13 Tree.
(J - H * I ♦say add 1. trees)
K. Total number of native (noes REQUIRED
2 Tea
L. TOW number of native trees PROVIDED
4 Trees
MY4a-Ma—F-2— —
LANDSCAPE PLAN
IREVISIONS I BY
10.1.21 Read P.r Ov.yr 111Iat
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RtY1 REQUIREMENTS I I .00' VD / O
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ENTS
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GGf1PL7 WITH POOL. I I _ \\ ABOVE GRADEE TO
p,kE I ` I COMPLY WITH L
REQUIREMENTS - _�_. I ENCLOSURE REQU
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IRRIGATION PLAN
REVISIONS BY
Per Owner RVen. Pool Da, D' I y
9.2R.22 Per RsN She Plan
(Rw Sel-back Valence Request)
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Dan Carter
9.21.21
scA1E
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41321
sxra
2
OF 3 SHEETS
TOWN OF GULF STREAM
BALANCE SHEET &
CASH & BUDGET REPORT
Unaudited
As of October 31, 2022
TABLE OF CONTENTS
SECTION
PAGE(S)
Last Fiscal Period Summary and Highlights........................................................................... 1
CashBalance Sheet..................................................................................................................... 2-3
BudgetReport, General Fund............................................................................................................... 4-8
BudgetReport, Water Fund................................................................................................ 9-10
Budget Report, Undergrounding Fund.................................................................................... 11-12
Budget Report, Penny Sales Tax Fund................................................................................... 13
October 31, 2022, Financial Highlights
• October started Fiscal Year 2022-2023
• Revenues and Expenses for Fiscal Year will continue to be allocated to FY 2022 until November 30, 2022
• Budget Adjustment to accommodate Delray and Highland Beach permit revenue totals Resolution 22-13 is
presented for Commission Action.
• Highland Beach received $160,419.27 in permit revenue for the month of October, Delray Beach did not submit
their revenue totals in time for printing.
• The first ad valorem distribution should be received in the month of November for Fiscal Year 2023.
-I-
Town of Gulf Stream
Balance Sheet
October 31, 2022
General Fund 001
Water Fund 401
Underground Fund 155
Penny Sales Tax Fund 101
Assets
Cash - Oper Account
$279,869.38
$0.00
$0.00
$0.00
Cash - P/R Account
$11,010.17
$0.00
$0.00
$0.00
Cash - Operating MMA
$7,513,827.66
$0.00
$0.00
$0.00
Cash - Flagler Bank CD
$280,015.96
$0.00
$0.00
$0.00
Cash-ARPA Grant
$525.77
$0.00
$0.00
$0.00
Seacoast National Bank CD
$290,921.42
$0.00
$0.00
$0.00
IIRA Bank Account
$247,754.64
$0.00
$0.00
$0.00
Cash-ARPA Federal Grant
$494,120.76
$0.00
$0.00
$0.00
Cash - Petty Cash
$250.00
$0.00
$0.00
$0.00
Accounts Receivable - Garbage
$16,942.38
$0.00
$0.00
$0.00
Miscellaneous Receivable
($3,639.83)
$0.00
$0.00
$0.00
Inventories
$6,759.91
$0.00
$0.00
$0.00
Prepaid Other
$23,783.89
$0.00
$0.00
$0.00
Penny Sales Tax MMA
$0.00
$0.00
$0.00
$277,983.13
Underground Proj Pymt Fund - Checking
$0.00
$0.00
$16,267.43
$0.00
Cash - Suntrust MMA
$0.00
$0.00
$5,144.44
$0.00
Assessment Receivable
$0.00
$0.00
($10,171.77)
$0.00
Delinq. Assessment Recievable
$0.00
$0.00
$0.04
$0.00
Cash-Flagler Bank Water Utility Savings
$0.00
$1,860,826.35
$0.00
$0.00
Accounts Receivable - Water
$0.00
$43,718.52
$0.00
$0.00
Accounts Receivable - Reserves
$0.00
$10,321.37
$0.00
$0.00
Admin/Late Fee Revenue
$0.00
$1,588.71
$0.00
$0.00
Accounts Receivable-Backflow Preventer Test
$0.00
$3,580.00
$0.00
$0.00
Less: Allowance - Water
$0.00
($5,000.00)
$0.00
$0.00
Due From General Fund
$0.00
$62,843.98
$0.00
$0.00
Improvements Other Than Bldg.
$0.00
$3,727,426.95
$0.00
$0.00
Accum. Deprec.-Imp Other T Bld
$0.00
($1,247,915.46)
$0.00
$0.00
Equipment and Furniture
$0.00
$540,989.91
$0.00
$0.00
Accumulated Depr - Equip/ Furn
$0.00
($110,005.38)
$0.00
$0.00
Total Assets
$9,162,142.11
$4,898,374.95
$11,240.14
$277,983.13
-2-
General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101
Liabilities and Fund Balance
Liabilities
Accounts Payable
Oper Fund due to Other Funds
Accrued Wages Payable
Accrued Compensated Absences
Accrued Retirement Payable
FICA Taxes Payable
Other Insurance Deductions
Deposit: Damage Bond/Plans
Deferred Revenue - Other
Deferred Revenue
Accounts Payable
Water Accrued Wages Payable
Accrued Compensated Absences
Water Accrued Retirement Payable
Water FICA Taxes Payable
Deferred Revenue
Total Liabilities
Fund Balance
Reserve for Dredging
Fund Balance
Fund Balance
Fund Balance
Retained Earnings - Unreserved
Retained Earnings - Reserved
R/E Reserved For D/S and R & R
Total Fund Balance
Total Liabilities and Fund Balance
$4,130.22
$0.00
$0.00
$0.00
$85,806.67
$0.00
$0.00
$0.00
$23,034.54
$0.00
$0.00
$0.00
$0.48
$0.00
$0.00
$0.00
$4,741.01
$0.00
$0.00
$0.00
$1,733.69
$0.00
$0.00
$0.00
($348.21)
$0.00
$0.00
$0.00
$160,000.00
$0.00
$0.00
$0.00
$496,025.80
$0.00
$0.00
$0.00
$0.00
$0.00
($10,171.77)
$0.00
$0.00
($594.40)
$0.00
$0.00
$0.00
$814.21
$0.00
$0.00
$0.00
$1,095.45
$0.00
$0.00
$0.00
($12,392.20)
$0.00
$0.00
$0.00
$62.28
$0.00
$0.00
$0.00
$10,689.38
$0.00
$0.00
$775,124.20
($325.28)
($10,171.77)
$0.00
$17,820.00
$0.00
$0.00
$0.00
$8,369,197.91
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$277,983.13
$0.00
$0.00
$21,411.91
$0.00
$0.00
$4,485,067.09
$0.00
$0.00
$0.00
($124,282.84)
$0.00
$0.00
$0.00
$537,915.98
$0.00
$0.00
$8,387,017.91 $4,898,700.23
$9,162,142.11
$21,411.91
$4,898,374.95 $11,240.14
$277,983.13
$277,983.13
-3-
Revenues
Property Taxes
Ad Valorem Taxes - Current
Early Payment Discount -Ad Valo
Interest on Tax Collection
Total Property Taxes
Fines
Judgements and Fines
Violations of Local Ordinances
Permits
Zoning/Code Review Fees
Inspection Fee
Registrations
County Business Tax
State & County
Local Option Fuel Tax R&S
FL Revenue Sharing
FL Rev Sharing -Alcoholic Bev
Local Government 1/2c Sales Tx
Fuel Tax Refund
Recycle Revenue Sharing
Interest
Interest On Investment
Franchises
Franchise Fees - FPL
Town of Gulf Stream
Income Statement
General Fund as of October 31, 2022
Current Month YTD
Actual Budget Variance
Actual Budget
Variance 2023 Budget
$0.00
$435,436.00
($435,436.00)
$0.00
$5,225,242.00
($5,225,242.00)
$5,225,242.00
$0.00
($13,916.00)
$13,916.00
$0.00
($167,000.00)
$167,000.00
($167,000.00)
$0.00
$214.00
($214.00)
$0.00
$2,575.00
($2,575.00)
$2,575.00
$0.00
$421,734.00
($421,734.00)
$0.00
$5,060,817.00
($5,060,817.00)
$5,060,817.00
($136.03)
$33.00
($169.03)
($136.03)
$400.00
($536.03)
$400.00
$1,035.00
$333.00
$702.00
$1,035.00
$4,000.00
($2,965.00)
$4,000.00
$898.97
$366.00
$532.97
$898.97
$4,400.00
($3,501.03)
$4,400.00
$21,115.75
$7,500.00
$13,615.75
$21,115.75
$90,000.00
($68,884.25)
$90,000.00
$160,419.27
$25,000.00
$135,419.27
$160,419.27
$300,000.00
($139,580.73)
$300,000.00
$181,535.02
$32,500.00
$149,035.02
$181,535.02
$390,000.00
($208,464.98)
$390,000.00
$0.00
$112.00
($112.00)
$0.00
$1,350.00
($1,350.00)
$1,350.00
$0.00
$2,918.00
($2,918.00)
$0.00
$35,020.00
($35,020.00)
$35,020.00
$0.00
$1,916.00
($1,916.00)
$0.00
$23,000.00
($23,000.00)
$23,000.00
$0.00
$34.00
($34.00)
$0.00
$413.00
($413.00)
$413.00
$0.00
$6,666.00
($6,666.00)
$0.00
$80,000.00
($80,000.00)
$80,000.00
$0.00
$112.00
($112.00)
$0.00
$1,350.00
($1,350.00)
$1,350.00
$0.00
$8.00
($8.00)
$0.00
$100.00
($100.00)
$100.00
$0.00
$11,654.00
($11,654.00)
$0.00
$139,883.00
($139,883.00)
$139,883.00
$3,560.04
$3,750.00
($189.96)
$3,560.04
$45,000.00
($41,439.96)
$45,000.00
$3,560.04
$3,750.00
($189.96)
$3,560.04
$45,000.00
($41,439.96)
$45,000.00
$0.00
$13,333.00
($13,333.00)
$0.00
$160,000.00
($160,000.00)
$160,000.00
$0.00
$13,333.00
($13,333.00)
$0.00
$160,000.00
($160,000.00)
$160,000.00
-4-
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2023 Budget
Local Communication Svc Tax
Communications Services Tax
$0.00
$4,916.00
($4,916.00)
$0.00
$59,000.00
($59,000.00)
$59,000.00
$0.00
$4,916.00
($4,916.00)
$0.00
$59,000.00
($59,000.00)
$59,000.00
Garbage Collection Fees
Garbage Collection Fee
$0.00
$14,000.00
($14,000.00)
$0.00
$168,000.00
($168,000.00)
$168,000.00
$0.00
$14,000.00
($14,000.00)
$0.00
$168,000.00
($168,000.00)
$168,000.00
Utility Service Tax
Utility Service Tax - Electric
$0.00
$16,666.00
($16,666.00)
$0.00
$200,000.00
($200,000.00)
$200,000.00
Utility Service Tax - Gas
$0.00
$1,250.00
($1,250.00)
$0.00
$15,000.00
($15,000.00)
$15,000.00
Utility Service Tax - Propane
$565.48
$1,666.00
($1,100.52)
$565.48
$20,000.00
($19,434.52)
$20,000.00
$565.48
$19,582.00
($19,016.52)
$565.48
$235,000.00
($234,434.52)
$235,000.00
Contributions and Donations
Contributions - Community
$0.00
$1,030.00
($1,030.00)
$0.00
$12,360.00
($12,360.00)
$12,360.00
$0.00
$1,030.00
($1,030.00)
$0.00
$12,360.00
($12,360.00)
$12,360.00
Grants
Federal Grants - Other
$0.00
$33,333.00
($33,333.00)
$0.00
$400,000.00
($400,000.00)
$400,000.00
Total Grants $0.00 $33,33
Other
Certification, Copies, Misc Ot
$225.00
$214.00
$11.00
$225.00
$2,575.00
($2,350.00)
$2,575.00
Miscellaneous Services
$0.00
$8.00
($8.00)
$0.00
$100.00
($100.00)
$100.00
Clerk's Charges & Fees
$0.00
$25.00
($25.00)
$0.00
$300.00
($300.00)
$300.00
Public Safety - Other Chrg/Fee
$0.00
$4.00
($4.00)
$0.00
$50.00
($50.00)
$50.00
Other Contractual Agreements
$0.00
$1,287.00
($1,287.00)
$0.00
$15,450.00
($15,450.00)
$15,450.00
Other Miscellaneous Revenue
$0.00
$16.00
($16.00)
$0.00
$200.00
($200.00)
$200.00
Operating Transfer
$0.00
$103,752.00
($103,752.00)
$0.00
$1,245,034.00
($1,245,034.00)
$1,245,034.00
$225.00
$105,306.00
($105,081.00)
$225.00
$1,263,709.00
($1,263,484.00)
$1,263,709.00
Total Revenues
$186,784.51
$661,616.00
($474,831.49)
$186,784.51
$7,939,519.00
($7,752,734.49)
$7,939,519.00
Expenditures
Admin & General
Executive Salaries
$8,805.00
$12,285.00
$3,480.00
$8,805.00
$147,420.00
$138,615.00
$147,420.00
Regular Salaries - Admin
$17,416.03
$39,508.00
$22,091.97
$17,416.03
$474,101.00
$456,684.97
$474,101.00
Administration Fuel Allowance
$0.00
$1,300.00
$1,300.00
$0.00
$15,600.00
$15,600.00
$15,600.00
Contingency -Miscellaneous
$0.00
$8,333.00
$8,333.00
$0.00
$100,000.00
$100,000.00
$100,000.00
Overtime- Admin
$1,399.61
$416.00
($983.61)
$1,399.61
$5,000.00
$3,600.39
$5,000.00
FICA Taxes
$2,832.95
$3,774.00
$941.05
$2,832.95
$45,298.00
$42,465.05
$45,298.00
Retirement Contributions
$4,900.35
$9,091.00
$4,190.65
$4,900.35
$109,102.00
$104,201.65
$109,102.00
-5-
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2023 Budget
Life and Health Insurance
$25,956.73
$12,484.00
($13,472.73)
$25,956.73
$149,818.00
$123,861.27
$149,818.00
Misc. Prof Svcs.- Building Inspections
$160,419.27
$25,000.00
($135,419.27)
$160,419.27
$300,000.00
$139,580.73
$300,000.00
Misc Prof Svcs - TH
$9,171.29
$4,166.00
($5,005.29)
$9,351.29
$50,000.00
$40,648.71
$50,000.00
Accounting and Auditing Fees
$189.72
$1,354.00
$1,164.28
$189.72
$16,250.00
$16,060.28
$16,250.00
Property Trash Removal/ Mowing
$1,979.48
$250.00
($1,729.48)
$1,979.48
$3,000.00
$1,020.52
$3,000.00
Travel and Per Diem - TH
$807.10
$666.00
($141.10)
$807.10
$8,000.00
$7,192.90
$8,000.00
Communication -TH
$1,723.74
$1,325.00
($398.74)
$2,235.76
$15,900.00
$13,664.24
$15,900.00
Postage
$0.00
$309.00
$309.00
$0.00
$3,710.00
$3,710.00
$3,710.00
Electric -TH
$351.68
$933.00
$581.32
$351.68
$11,200.00
$10,848.32
$11,200.00
Water
$94.92
$1,766.00
$1,671.08
$94.92
$21,200.00
$21,105.08
$21,200.00
Rental and Lease Expense
$33.99
$425.00
$391.01
$33.99
$5,100.00
$5,066.01
$5,100.00
Insurance - Liab/Prop/WC
$61,877.00
$14,678.00
($47,199.00)
$61,877.00
$176,138.00
$114,261.00
$176,138.00
Flood Insurance
$8,210.00
$618.00
($7,592.00)
$8,210.00
$7,420.00
($790.00)
$7,420.00
Building Maintenance -TH
$9,326.68
$1,678.00
($7,648.68)
$11,278.49
$20,140.00
$8,861.51
$20,140.00
Lawn Maintenance
$737.00
$666.00
($71.00)
$737.00
$8,000.00
$7,263.00
$8,000.00
Bird Sanctuary Maintenance
$1,700.00
$166.00
($1,534.00)
$1,700.00
$2,000.00
$300.00
$2,000.00
Office Eq/Supp/Computer - TH
$9,466.26
$3,333.00
($6,133.26)
$9,477.17
$40,000.00
$30,522.83
$40,000.00
Printing and Binding - TH
$3,562.07
$441.00
($3,121.07)
$3,787.07
$5,300.00
$1,512.93
$5,300.00
Provision for Bad Debt
$0.00
$41.00
$41.00
$0.00
$500.00
$500.00
$500.00
Legal Advertisement & Other
$590.00
$466.00
($124.00)
$590.00
$5,600.00
$5,010.00
$5,600.00
Office Supplies
$538.75
$375.00
($163.75)
$538.75
$4,500.00
$3,961.25
$4,500.00
Books, Membership, Training -TH
$4,776.60
$916.00
($3,860.60)
$4,816.60
$11,000.00
$6,183.40
$11,000.00
Capital Outlay -TH
$0.00
$10,820.00
$10,820.00
$0.00
$129,850.00
$129,850.00
$129,850.00
$336,866.22
$157,583.00
($179,283.22)
$339,785.96
$1,891,147.00
$1,551,361.04
$1,891,147.00
Fire
Fire Control Contract Services
$51,940.80
$52,037.00
$96.20
$51,940.80
$624,453.00
$572,512.20
$624,453.00
Misc. Repair and Maintenance
$0.00
$83.00
$83.00
$0.00
$1,000.00
$1,000.00
$1,000.00
$51,940.80
$52,120.00
$179.20
$51,940.80
$625,453.00
$573,512.20
$625,453.00
Police
Executive Salaries
$8,494.46
$11,780.00
$3,285.54
$8,494.46
$141,371.00
$132,876.54
$141,371.00
Regular Salaries - Police Offi
$49,318.37
$92,441.00
$43,122.63
$49,318.37
$1,109,303.00
$1,059,984.63
$1,109,303.00
PD Fuel Allowance
$0.00
$2,800.00
$2,800.00
$0.00
$33,600.00
$33,600.00
$33,600.00
Overtime -Police
$2,174.75
$1,250.00
($924.75)
$2,174.75
$15,000.00
$12,825.25
$15,000.00
Incentive Pay
$549.56
$1,320.00
$770.44
$549.56
$15,840.00
$15,290.44
$15,840.00
FICA Taxes
$4,631.10
$7,967.00
$3,335.90
$4,631.10
$95,611.00
$90,979.90
$95,611.00
Retirement Contributions
$12,209.41
$20,103.00
$7,893.59
$12,209.41
$241,237.00
$229,027.59
$241,237.00
Life and Health Insurance
$59,744.42
$24,969.00
($34,775.42)
$59,744.42
$299,635.00
$239,890.58
$299,635.00
U-119
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2023 Budget
HRA Benefit Payments
($54,350.21)
$0.00
$54,350.21
($54,350.21)
$0.00
$54,350.21
$0.00
Misc Prof Svcs - PD
$0.00
$309.00
$309.00
$255.00
$3,710.00
$3,455.00
$3,710.00
Dispatch Service Contract
$64,324.83
$5,195.00
($59,129.83)
$64,324.83
$62,351.00
($1,973.83)
$62,351.00
Travel and Per Diem - PD
$13.47
$159.00
$145.53
$13.47
$1,908.00
$1,894.53
$1,908.00
Communication - PD
$110.89
$636.00
$525.11
$274.31
$7,632.00
$7,357.69
$7,632.00
Electric -PD
$105.34
$308.00
$202.66
$105.34
$3,700.00
$3,594.66
$3,700.00
Water-PD
$0.00
$22.00
$22.00
$0.00
$265.00
$265.00
$265.00
Rental and Lease Expense-PD
$0.00
$166.00
$166.00
$0.00
$2,000.00
$2,000.00
$2,000.00
Building Maintenance - PD
$693.95
$883.00
$189.05
$772.40
$10,600.00
$9,827.60
$10,600.00
Vehicle Maintenance
$1,972.72
$1,060.00
($912.72)
$1,972.72
$12,720.00
$10,747.28
$12,720.00
OfficeEq/Supp/Computer -PD
$131.37
$1,666.00
$1,534.63
$131.37
$20,000.00
$19,868.63
$20,000.00
Printing and Binding - PD
$0.00
$66.00
$66.00
$0.00
$795.00
$795.00
$795.00
Uniform Cleaning
$0.00
$353.00
$353.00
$400.18
$4,240.00
$3,839.82
$4,240.00
Office Supplies
$0.00
$132.00
$132.00
$0.00
$1,590.00
$1,590.00
$1,590.00
Fuel
$3,752.27
$3,466.00
($286.27)
$3,752.27
$41,600.00
$37,847.73
$41,600.00
Uniforms & Equipment
$1,888.81
$927.00
($961.81)
$1,888.81
$11,130.00
$9,241.19
$11,130.00
Books, Memberships, Training - PD
$0.00
$265.00
$265.00
$0.00
$3,180.00
$3,180.00
$3,180.00
Capital Outlay -PD
$0.00
$12,583.00
$12,583.00
$0.00
$151,000.00
$151,000.00
$151,000.00
$155,765.51
$190,826.00
$35,060.49
$156,662.56
$2,290,018.00
$2,133,355.44
$2,290,018.00
Streets
Regular Salaries - Streets
$5,099.71
$7,744.00
$2,644.29
$5,099.71
$92,929.00
$87,829.29
$92,929.00
Streets Fuel Allowance
$0.00
$200.00
$200.00
$0.00
$2,400.00
$2,400.00
$2,400.00
Overtime - Streets
$0.00
$166.00
$166.00
$0.00
$2,000.00
$2,000.00
$2,000.00
FICA Taxes
$305.13
$607.00
$301.87
$305.13
$7,293.00
$6,987.87
$7,293.00
Retirement Contributions
$1,066.87
$1,522.00
$455.13
$1,066.87
$18,270.00
$17,203.13
$18,270.00
Life and Health Insurance
$7,643.46
$1,783.00
($5,860.46)
$7,643.46
$21,403.00
$13,759.54
$21,403.00
Misc Prof Svcs - Streets
$12,550.00
$662.00
($11,888.00)
$12,550.00
$7,950.00
($4,600.00)
$7,950.00
Communication - Streets
$0.00
$88.00
$88.00
$0.00
$1,060.00
$1,060.00
$1,060.00
Electric - Streets
$777.40
$2,241.00
$1,463.60
$777.40
$26,900.00
$26,122.60
$26,900.00
Rental and Lease Expense
$0.00
$166.00
$166.00
$0.00
$2,000.00
$2,000.00
$2,000.00
Vehicle Maintenance -Streets
$21.96
$166.00
$144.04
$21.96
$2,000.00
$1,978.04
$2,000.00
Misc. Repair and Maintenance
$1,192.42
$1,501.00
$308.58
$1,192.42
$18,020.00
$16,827.58
$18,020.00
Misc. Other - NPDES
$473.06
$791.00
$317.94
$473.06
$9,500.00
$9,026.94
$9,500.00
Operating Supplies
$322.08
$416.00
$93.92
$322.08
$5,000.00
$4,677.92
$5,000.00
Uniforms & Equipment
$0.00
$83.00
$83.00
$0.00
$1,000.00
$1,000.00
$1,000.00
Road Materials and Supplies
$0.00
$883.00
$883.00
$0.00
$10,600.00
$10,600.00
$10,600.00
Capital Outlay - Streets
$9,353.82
$5,833.00
($3,520.82)
$9,353.82
$70,000.00
$60,646.18
$70,000.00
-7-
Current Month
Actual Budget Variance
YTD
Actual Budget
Variance 2023 Budget
Construction in Progress
Legal
Regular Salaries - Legal
Legal Fuel Allowance
FICA Taxes - Legal
Retirement Contributions - Legal
Life and Health Insurance - Legal
Contracted Legal Services
Travel and Per Diem -Legal
Communication - Legal
Postage- Legal
Printing and Binding - Legal
Office Supplies - Legal
Books, Membership, Training - Legal
Total
Sanitation
Garbage Contract Services
Misc. Trash Disposal
Total Sanitation
Total Expenditures
Net Revenue (Deficit)
NET SURPLUS/(DEFICIT)
$0.00
$157,324.00
$157,324.00
$0.00
$1,887,891.00
$1,887,891.00
$1,887,891.00
$38,805.91
$182,176.00
$143,370.09
$38,805.91
$2,186,216.00
$2,147,410.09
$2,186,216.00
$7,988.46
$11,416.00
$3,427.54
$7,988.46
$137,000.00
$129,011.54
$137,000.00
$0.00
$200.00
$200.00
$0.00
$2,400.00
$2,400.00
$2,400.00
$611.12
$888.00
$276.88
$611.12
$10,665.00
$10,053.88
$10,665.00
$1,671.19
$2,395.00
$723.81
$1,671.19
$28,745.00
$27,073.81
$28,745.00
$5,662.47
$1,783.00
($3,879.47)
$5,662.47
$21,403.00
$15,740.53
$21,403.00
$0.00
$45,833.00
$45,833.00
$0.00
$550,000.00
$550,000.00
$550,000.00
$0.00
$88.00
$88.00
$0.00
$1,060.00
$1,060.00
$1,060.00
$0.00
$61.00
$61.00
$0.00
$742.00
$742.00
$742.00
$0.00
$2.00
$2.00
$0.00
$27.00
$27.00
$27.00
$0.00
$2.00
$2.00
$0.00
$27.00
$27.00
$27.00
$0.00
$17.00
$17.00
$0.00
$212.00
$212.00
$212.00
$1,050.01
$353.00
($697.01)
$1,050.01
$4,240.00
$3,189.99
$4,240.00
$16,983.25
$63,038.00
$46,054.75
$16,983.25
$756,521.00
$739,537.75
$756,521.00
$185.99
$15,263.00
$15,077.01
$185.99
$183,163.00
$182,977.01
$183,163.00
$0.00
$583.00
$583.00
$0.00
$7,000.00
$7,000.00
$7,000.00
$185.99
$15,846.00
$15,660.01
$185.99
$190,163.00
$189,977.01
$190,163.00
$600,547.68
$661,589.00
$61,041.32
$604,364.47
$7,939,518.00
$7,335,153.53
$7,939,518.00
($413,763.17)
$27.00
($413,790.17)
($417,579.96)
$1.00
($417,580.96)
$1.00
($413,763.17)
$27.00
($413,790.17)
($417,579.96)
$1.00
($417,580.96)
$1.00
-9-
Town of Gulf Stream
Income Statement
Water Fund as of October 31, 2022
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2023 Budget
Revenues
Interest
Interest On Investment
$869.03
$0.00
$869.03
$869.03
$0.00
$869.03
$0.00
$869.03
$0.00
$869.03
$869.03
$0.00
$869.03
$0.00
Total Revenues
$869.03
$0.00
$869.03
$869.03
$0.00
$869.03
$0.00
Expenditures
Water Purchased
Water Purchased - Commodity
$17,629.11
$59,242.00
$41,612.89
$17,629.11
$710,910.00
$693,280.89
$710,910.00
Water - Capacity
$100.14
$1,952.00
$1,851.86
$100.14
$23,426.00
$23,325.86
$23,426.00
Water Purchased -Meter Charge
($17.85)
$8.00
$25.85
($17.85)
$106.00
$123.85
$106.00
Backflow Preventer Testing
$0.00
$834.00
$834.00
$0.00
$10,019.00
$10,019.00
$10,019.00
Total Water Purchased
$17,711.40
$62,036.00
$44,324.60
$17,711.40
$744,461.00
$726,749.60
$744,461.00
Other Expenses
Regular Salaries - Water
$4,022.96
$4,981.00
$958.04
$4,022.96
$59,780.00
$55,757.04
$59,780.00
Water Fuel Allowance
$0.00
$200.00
$200.00
$0.00
$2,400.00
$2,400.00
$2,400.00
Overtime - Water
$0.00
$416.00
$416.00
$0.00
$5,000.00
$5,000.00
$5,000.00
FICA Taxes
$307.75
$428.00
$120.25
$307.75
$5,140.00
$4,832.25
$5,140.00
Retirement Contributions
($221.42)
$1,049.00
$1,270.42
($221.42)
$12,590.00
$12,811.42
$12,590.00
Life and Health Insurance
$5,435.46
$1,783.00
($3,652.46)
$5,435.46
$21,403.00
$15,967.54
$21,403.00
GIS/Mapping
$0.00
$441.00
$441.00
$0.00
$5,300.00
$5,300.00
$5,300.00
Water Sampling & Testing
$855.00
$706.00
($149.00)
$855.00
$8,480.00
$7,625.00
$8,480.00
Accounting and Auditing Fees
$56.74
$331.00
$274.26
$56.74
$3,975.00
$3,918.26
$3,975.00
Repair Services
$0.00
$1,192.00
$1,192.00
$0.00
$14,315.00
$14,315.00
$14,315.00
Software Maintenance Contract
$0.00
$883.00
$883.00
$0.00
$10,600.00
$10,600.00
$10,600.00
Communication
$0.00
$132.00
$132.00
$0.00
$1,590.00
$1,590.00
$1,590.00
Postage
$0.00
$132.00
$132.00
$0.00
$1,590.00
$1,590.00
$1,590.00
Electric - Chlorinator
$18.88
$44.00
$25.12
$18.88
$530.00
$511.12
$530.00
Rental and Lease Expense
$0.00
$353.00
$353.00
$0.00
$4,240.00
$4,240.00
$4,240.00
Insurance - Liab/Prop/WC
$0.00
$4,902.00
$4,902.00
$0.00
$58,830.00
$58,830.00
$58,830.00
Vehicle Maintenance -Water
$0.00
$265.00
$265.00
$0.00
$3,180.00
$3,180.00
$3,180.00
Printing and Binding
$0.00
$44.00
$44.00
$0.00
$530.00
$530.00
$530.00
-9-
Provision for Bad Debt
Misc. Operating Supplies
General Office Supplies
Uniforms & Equipment
Books, Membership, Training -Water
Depreciation Expense
Renewal & Replacement Expense
Capital Outlay- Water
Total Other Expenses
Total Expenditures
Net Revenue (Deficit)
NET SURPLUS/(DEFICIT)
Town of Gulf Stream
Income Statement
Water Fund as of October 31, 2022
Current Month YTD
Actual
Budget
Variance
Actual
Budget
Variance
2023 Budget
$0.00
$342.00
$342.00
$0.00
$4,113.00
$4,113,00
$4,113.00
$0.00
$1,413.00
$1,413.00
$806.88
$16,960.00
$16,153.12
$16,960.00
$0.00
$117.00
$117.00
$0.00
$1,406.00
$1,406.00
$1,406.00
$0.00
$176.00
$176.00
$0.00
$2,120.00
$2,120.00
$2,120.00
$0.00
$176.00
$176.00
$0.00
$2,120.00
$2,120.00
$2,120.00
$0.00
$12,808.00
$12,808.00
$0.00
$153,700.00
$153,700.00
$153,700.00
$0.00
$441.00
$441.00
$0.00
$5,300.00
$5,300.00
$5,300.00
$9,353.78
$56,813.00
$47,459.22
$9,353.78
$681,761.00
$672,407.22
$681,761.00
$19,829.15
$90,568.00
$70,738.85
$20,636.03
$1,086,953.00
$1,066,316.97
$1,086,953.00
$37,540.55
$152,604.00
$115,063.45
$38,347.43
$1,831,414.00
$1,793,066.57
$1,831,414.00
($36,671.52)
($152,604.00)
$115,932.48
($37,478.40)
($1,831,414.00)
$1,793,935.60
($1,831,414.00)
($36,671.52)
($152,604.00)
$115,932.48
($37,478.40)
($1,831,414.00)
$1,793,935.60
($1,831,414.00)
-In-
Town of Gulf Stream
Income Statement
Undergrounding Fund as of October 31, 2022
Current Month
YTD
Actual
Actual
Revenues
Non -Ad Velorem Taxes
Ad Valorem Taxes - Current
$0.00
$0.00
Early Payment Discount -Ad Valo
$0.00
$0.00
NAV Taxes - Fees
$0.00
$0.00
Total Non- Ad Velorem Taxes
$0.00
$0.00
Interest
Interest On Investment
$0.18
$0.18
$0.18
$0.18
Other
Assessment Revenues
$0.00
$0.00
Interest On Investment
$0.18
$0.18
Interest Revenue on Assessment
$0.00
$0.00
Admin Fee Revenue
$0.00
$0.00
Refund Prior Yr Expenditure
$0.00
$0.00
Miscellaneous Revenue
$0.00
$0.00
$0.18
$0.18
Total Revenues
$0.36
$0.36
Expenditures
All Expenses
GIS/Mapping
$0.00
$0.00
Engineering Fees
$0.00
$0.00
Prof Svcs - Design Survey Work
$0.00
$0.00
Prof Svcs - Project Management
$0.00
$0.00
Prof Svcs - Const Survey Work
$0.00
$0.00
Prof Svcs - Project Admin
$0.00
$0.00
Prof Svcs - Assessment Consult
$0.00
$0.00
Accounting and Auditing Fees- UG
$0.00
$0.00
Cont Svcs - FPL Fees
$0.00
$0.00
Cont Svcs - Street Light Syste
$0.00
$0.00
Cont Svcs - UG Construction
$0.00
$0.00
Town of Gulf Stream
Income Statement
Undergrounding Fund as of October 31, 2022
Current Month
YTD
Actual
Actual
Cont Svcs - Pre Const Landscap
$0.00
$0.00
Cont Svcs - Post Const Landsca
$0.00
$0.00
Cont Svcs - AT&T Fees
$0.00
$0.00
Cont Svcs - Comcast Fees
$0.00
$0.00
Legal Advertisement & Other
$0.00
$0.00
Discount
$0.00
$0.00
County Admin Fee
$0.00
$0.00
Misc. Expenses
$0.00
$0.00
Debt Service - Principal
$0.00
$0.00
Debt Service - Interest
$0.00
$0.00
Total Other Expenses
$0.00
$0.00
Total Expenditures
$0.00
$0.00
Net Revenue (Deficit)
$0.36
$0.36
NET SURPLUS/(DEFICIT)
$0.36
$0.36
-12-
Town of Gulf Stream
Income Statement
Penny Sales Tax Fund as of October 31, 2022
YTD
Actual
Budget FY 2023 Budget Variance
Revenues
Discretionary Infrastructure Tax
$0.00
$50,000.00 $50,000.00
($50,000.00)
Interest On Investment
$115.96
$250.00 $250.00
($134.04)
PST Balance Transfer In
$0.00
$49,750.00 $49,750.00
($49,750.00)
Total Revenues
$115.96
$100,000.00 $100,000.00
($99,884.04)
Expenses
PST Fund Contingency - Miscellaneous
$0.00
$0.00 $0.00
$0.00
Infrastructure Capital Outlay
$0.00
$100,000.00 $100,000.00
$100,000.00
Total Expenses
$0.00
$100,000.00 $100,000.00
$100,000.00
BEGINNING FUND BALANCE
$277,867.17
$0.00 $0.00
$277,867.17
NET SURPLUS/(DEFICIT)
$115.96
$0.00 $0.00
$115.96
ENDING FUND BALANCE
$277,983.13
$0.00 $0.00
$277,983.13
-13-
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